SHAPE  BOOK 


CONTAINING 


PROFILES,  TABLES,  AND  DATA 

APPERTAINING  TO  THE 

SHAPES,  PLATES,  BARS, 

RAILS,  AND  TRACK 

ACCESSORIES 


MANUFACTURED  BY       . 

CARNEGIE  STEEL  COMPANY 

PITTSBURGH.  PA. 

•?L!MENTS  OF 

L  .1  •  t&teg  Eiecl  Frflgati  fa 

Pacific  Coast  Department 
RiALTO     BUILDING 


Copyright,   1917,  by 

CARNEGIE  STEEL  COMPANY 

Pittsburgh,  Pa. 


'-. ' :  ':• : :. : 


Sixth  Edition,  May  1,  1917 


,  the  Sixth  Edition  of   the    Caraogie  Shape   Book,    with   a 
JL  few  unimportant  exceptions,  contains  profiles  of  all  the  sections 
rolled  on  the  structural,  plate,  bar,  and  rail  mills  of  the  Carnegie 
Steel  Company,  together  with  tables  and  other  data  in  regard  to 
these  products.     It  supersedes  and  cancels  all  previous  issues. 

All  dimensions  given  on  profiles  are  theoretical.  Wherever  a 
profile  applies  to  more  than  one  weight  of  section,  the  dimensions 
are  for  the  minimum  weight;  the  profiles  of  British  Standard  Bulb 
Angles  show  correct  dimensions  of  the  British  Standard  at  the 
thickness  given. 

Weights  of  rails  are  given  per  lineal  yard  of  section;  all  other 
weights  are  per  lineal  foot,  unless  otherwise  indicated.  Sections  having 
but  one  weight  specified  can  be  rolled  only  to  the  weight  given. 

The  section  number  should  be  specified  on  orders  for  all  sections. 

Structural  Beams,  H-Beams,  Structural  Channels,  Ship  Chan- 
nels, Bulb  Angles,  Bulb  Beams,  United  States  Steel  Sheet  Piling, 
and  structural  sizes  of  Tees  and  Zees  should  be  ordered  by  section 
number  and  weight  per  foot.  Structural  sizes  of  Angles  may  be 
ordered  either  by  section  number  and  weight  per  foot  or  by  section 
number  and  thickness. 

Orders  for  bar  mill  sizes  of  Angles,  Channels,  Tees,  and  Zees,  as 
well  as  other  bar  mill  products,  should  specify  all  necessary  dimen- 
sions as  well  as  section  numbers. 

Rails,  Splice  Bars,  Ties,  and  other  Track  Accessories  should  be 
ordered  by  section  number  and  not  by  the  weight  per  foot. 

Orders  for  Plates  should  specify  all  dimensions  in  inches. 

Some  of  the  sections  listed  in  this  book,  such  as  H-Beams,  United 
States  Steel  Sheet  Piling,  Steel  Cross  Ties,  etc.,  are  especially  adapted 
to  particular  uses,  and  full  information  is  given  in  separate  publica- 
tions, as  noted  at  the  foot  of  the  pages  on  which  such  sections  are 
shown.  Copies  of  these  publications,  as  well  as  those  on  STEEL 
WHEELS,  GEAR  BLANKS  AND  MISCELLANEOUS  CIRCULAR  SECTIONS, 
AXLES  AND  FORCINGS,  and  STEEL  DERRICKS  AND  DRILLING  RIGS, 
which  are  not  described  in  this  book,  may  be  had  on  application 
to  our  District  Offices. 


373720 


CARNECi*:    STEEL    COMPANY 


STRUCTURAL  BEAMS 

*  -9  00  "                           -*> 

^                                     d 

s; 

9.25* 

-.  i  „ 

_  f_3^ 

"  "  "*o 

£             s 

"^  -4.238*  J 

0 

De  th  of          Weight                Flange  Width,                    Web  Thickness, 

inches            rounds          Decimal        FractiOnal       Decimal        Fractional 

*B  61                  27                90.0               9.00                 9                0.524              17/32 

*  Supplementary  Beam,  furnished  only  by  special  arrangement. 

BEAMS 


STRUCTURAL  BEAMS—  Continued 

I*  7.87.-." 

->,                        K-  7.00*  ->J 

I 

1                                                     j 

'     l_  

S" 

"f 

f 

| 

i 

t 

8 

1 

d 

«_ 

- 

,- 

1 

« 

* 

S 

I      B24           » 

i      Bl 

i 

i 

j    . 

°rp 

030"  — 

ojfli— 

( 

V- 

O.COr- 

~~  —^             i                       »        '^Jf 

i 

*     1                               * 

~-~^      ,  .^-^       ^ 

^1                                             *                             1*7- 

§K-  3.625"  —  -»  %                                            2k  3.250'-->J    i 

•-1 

o                                  -;                       o 

Section             Depth  of 

Weight                FlanignechSdth> 

Web  Thickness, 
Inches 

Index                 TBea.m' 
Inches 

Pounds          Decimal        Fractional 

Decimal        Fractional 

120.0            8.062             8Yw 

0.812             13/10 

B  24                 24 

115.0            8.000             8 
110.0            7.938              7i%6 

0.750              M 
0.688              iV4« 

105.0            7.875              7% 

0.625              ^ 

100.0            7.254              l\i 

0.754              M 

95.0            7.193              73/to 

0.693              iyt« 

B      1                   24 

90.0            7.131              7Y% 

0.631              % 

85.0            7.070              7  Vi« 

0.570              »/i« 

80.0            7.000              7                   0.500              H 

CARNEGIE    STEEL    COMPANY 


STRUCTURAL  BEAMS— Continued 


9.00 


r 8.25 ->. 


'B  62     ^ 


S    *B  63 


«— 8JU-— 


Section 
Index 

Depth  of 
Beam, 
Inches 

Weight 
per  Foot, 
Pounds 

Flange  Width, 
Inches 

Web  Thickness, 
Inches 

Decimal 

Fractional 

Decimal 

Fractional 

*B62 

24 

74 

9.00 

9 

0.476 

15/32 

*B63 

21 

60.5 

8.25 

8^ 

0.428 

27/64 

*  Supplementary  Beam,  furnished  only  by  special  arrangement. 


BEAMS 


STRUCTURAL  BEAMS—  Continued 


7.00- 


H  -------  6.25- 


B2 


B3 


Section 
Index 

Depth  of 
Beam, 
Inches 

Weight 
per  Foot, 
Pounds 

Flange  Width, 
Inches 

Web  Thickness, 
Inches 

Decimal 

Fractional 

Decimal 

Fractional 

100.0 

7.284 

7%2 

0.884 

57/k 

95.0 

7.210 

7i%4 

0.810 

*•%« 

B  2 

20 

90.0 

7.137 

7%4 

0.737 

*%* 

85.0 

7.063 

7^6 

0.663 

2  Vs-2 

80.0 

7.000 

7 

0.600 

19/32 

75.0 

6.399 

6i%3 

0.649 

nfa 

B  3 

20 

70.0 

6.325 

62%4 

0.575 

S7//64 

65.0            6.250 

6M 

0.500 

1A 

CARNEGIE    STEEL    COMPANY 


STRUCTURAL  BEAMS—  Continued 

~*j_J).659" 

\                                                      R  81 

14  409                  - 

j 

8 

Vj                                                  10.562" 

I/ 

1.195" 

"J- 

/i 

« 

1 

*- 

y 

"^0.460" 

\                                           B80 

\     ^                                               1520?'-  

;f 

^ 

VJ                                                       i  0.460" 

L/ 

f 

0.922 

r 

0.56\" 

01 

t... 

j 

10" 

0.28  VL 

._„* 

"  :  ^0.340' 

r~ 

1                                         *B64 

f 

I.625J' 

1 

I                                                          i0.380" 

J 

ti 

] 

r^ 

JM 

--- 

j 

l 

.  —  * 

fa*.             Depth  of          Weight                ""ft™* 
Tndpx                 .Beam,           per  r  oot, 

Web  Thickness, 
j                 Inches 

Inchea            Bounds          Decimal        Fracl 

ional        Decimal 

Fractional 

90.0             7.245           7  J 

i               0.807 

13/io 

•RSI                   ,o                85.0              7.163            75, 
80.0              7.082            7* 

n              0.725 
j4               0.644 

2%2 

75.0             7.000           7 

0.562 

%6 

70.0              6.259            6i 

/oi             0.719 

2%2 

«cn                  ic                65-°              6-177            61] 

fa             0.637 

4%4 

60.0              6.095            63, 

S3               0.555 

9/16 

55.0              6.000            6 

0.460 

2%4 

*B64                  18                48.0              7.500            7} 

i               0.380 

N 

*  Supplementary  Beam,  furnished  only  by  special  arrangement. 

BEAMS 


STRUCTURAL  BEAMS—  Continued 
1 

T\       B4       r 

0.810* 

v!                     40.810"                iy 

2 

1.276* 

r             "^ 

/                                                                                         0.91    \ 
JL  /                                                                                                   0.49  "\i. 

i 

1 

T\       :k,       /I 

\       u-.  ..                                        it  7  jo     .                ,     »       / 

^ 

V!                                              10.590"                                   17 

<o                                                                                                                                                        t      . 

i.o4r 

r                    A  " 

/                                                                                                 0.69"  \ 
i-L/                                                                                                     0.35"^ 

5 

%&              ^Im0'        Jfoot.                ^n™*'                     ^ 

'1™*°^ 

Inches            Pounds          Decimal        Fractional        Decims 

il        Fractional 

100.0            6.773             6*9/04           1.18S 
95.0           6.675             6*%4           1-085 
B  4                   15                90.0           6.577             6»%4          0.987 
85.0           6.479             631/84          0.88S 
80.0           6.400             6ia/32           0.81C 

75.0            6.292              6i%4           0.832 
R                                           70.0           6.194             6%0            0.784 
65.0           6.096             6%2            0.68C 
60.0            6.000             6                  0.59C 

1%« 

1  *^4. 

«%4 
5%4 
>                     1?1«{ 

J^ 
2%2 

xVi«j 

'                     l^^^ 

CARNEGIE    STEEL    COMPANY 


k. 


STRUCTURAL  BEAMS— Continued 


B  7 


-15"- 


B65 


-12.125-  — 
10.332" 


-15 


0.25" 


0.83  1" 


-Jr 


.0.310 


Section 
Index 

Depth  of 
Beam, 

Weight 
per  Foot, 

Flange  Width, 
Inches 

Web  Thickness, 
Inches 

Inches 

Pounds 

Decimal 

Fractional 

Decimal 

Fractional 

55.0 

5.746 

5M 

0.656 

% 

50.0 

5.648 

54}4i 

0.558 

%6 

45.0 

5.550 

53%4 

0.460 

2%4 

42.0 

5.500 

5^ 

0.410 

1%2 

*B  65 

15 

37.5 

6.750 

6M 

0.332 

*fa 

*  Supplementary  Beam,  furnished  only  by  special  arrangement. 


10 


BEAMS 


1 

% 

•a 

i 

~~ 
i\ 

STRUCTURAL  BEAMS—  Continued          •* 

i                       r 

\                         B8                         / 

^0.460' 
O.S59* 

V                                                           1.0.460"                                             \J 

r                  '                 a 

/                  \ 

J                                                                                                                              0.28"Vl 

i 

kl 

i 
1 

^.350' 

0.738* 
%  i 

i 

i 
"0.280* 

~\(               B9               T 

]    '    i 

1                                        *B  66                                         I 

V       !                                                  1  0.284"                                              J 

i 

0 

.10.540* 

ei 

i 

4- 

1                                                                                                           «    °'26l" 

J          sa 

Sec 
In 

Depth  of          Weight                Flange  Width,                    Web  Thickness, 
Beam,           per  Foot, 

incnes            bounds          Decima,        Fractional        Decimal     |   Fractional 

55.0             5.611             5*%4            0.821               B%± 
~                                             50.0             5.489             5»%*            0.699              *%4 
B    8                    12                45.0             5.366             5*%4            0.576              «%* 
40.0             5.250             5M                0.460              a%4 

•R    q                    19                35.0             5.086             5%2              0.436               %e 
12        .        31.5             5.000             5                   0.350              % 
*B  66                    12                2S.O             6.000             6                   0.284               %a 

*  Supplementary  Beam,  furnished  only  by  special  arrangement. 

11 


CARNEGIE    STEEL    COMPANY 


STRUCTURAL  BEAMS— Continued    "IJasio" 

K_ —7.959-- 


-10- 


*B67 

---7.750"  — - 
J0.252" 


10"- 


i— 


7.085 — 
|0.290' 


Section 
.       Index 

Depth  of 
Beam, 
Inches 

Weight 
per  Foot, 
Pounds 

Flange  Width, 
Inches 

WebSne», 

Decimal 

Fractional        Decimal     j   Fractional 

40.0 

5.099 

5%2 

0.749               % 

B  11 

10 

35.0 

4.952 

461/&4 

0.602              3%4 

30.0 

4.805 

413Ao 

0.455               29/M 

25.0 

4.660 

4*%2            0.310               5,4  « 

*B  67 

10                22.25 

5.500 

5y2               0.252                M 

35.0 

4.772 

44%4            0.732              4%4 

B  13 

o                30.0 

4.609 

4»%4            0.569               »Ae 

J       25.0 

4.446 

42%4            0.406              i%a 

\\       21.0 

4.330 

421/64                  0.290                    1%4 

*  Supplementary  Beam,  furnished  only  by  special  arrangement. 


12 


BEAMS 


STRUCTURAL  BEAMS—  Continued 

I 

L 

A             B15              / 

0.270 

i 

\                             / 

i 

\                             / 

i 

j.1 
§ 

V!                         ;  0.270"                    i/ 

0.581" 

r              ^s 

k! 
8 

/                            \ 

1 

j                               \ 

1 

— 

1                         *B  68                          f 

1                                           J-000'" 

•6.240" 

*8 

I                                      I0.220"                   i 

/. 

1>J^48I* 

r           si<4" 

i 

u         "jl 

3 

1 

FT\           B  1T            / 

\    K                        5  339  '  '                          ->i    / 

.b.250* 

•i     V;              io.250"           \j 

«o 

if            '              q 

'     1 

/                          *"1 

4!       .r       oJ 

a  Jr 

«?    l 

,thof         Weight               Flange  Width, 
»m,           per  Foot,                     mcnes 

Web  Thickness, 
Inches 

ches            Founds          Decima,        Fractional 

Decimal        Fractional 

25.5            4.271            417/64 

0.541              ss/^ 

R1_                      s                23.0             4.179             4iyo4 

0.449              a%4 

20.5             4.087             4%2 

0.357              sa/^ 

18.0             4.000             4 

0.270                   17/64 

*B  68                     8                17.5             5.000             5 

0.220               %2 

20.0             3.868             3J/S 

0.458              29^ 

B  17                     7                17.5            3.763            3*%4 

0.353              ss/^ 

15.0             3.660             32y32 

0.250    '            M 

*  Supplementary  Beam,  furnished  only  by  special  arrangement. 

13 


CARNEGIE    STEEL    COMPANY 


STRUCTURAL  BEAMS— Concluded 


B  19 

4.465 > 

+  0.230  " 


0.33' 


0.230' 


0.438" 


*B  50 


0.14" 
U 6" >} 

i  rb.400" 


0.13" 


T-tT' 


\ 
/ 

X  3.589"  >,    / 
1                    ^0.210"            U 

0.443" 

0.31"\ 

"* 

r~ 

i 

M 

§ 

I 


— 5-  — 

B23 


B77     IJO.ITO* 


0.350* 


Section 
Index 

Depth  of 
Beam, 
Inches 

Weight 
per  Foot, 
Pounds 

Flange  Width, 
Inches 

Web  Thickness, 
Inches 

Decimal 

Fractional 

Decimal 

Fractional 

17.25 

3.575 

33%4 

0.475 

15/3., 

B   19 

6 

14.75 

3.452 

329/04 

0.352 

2%4 

12.25 

3.330 

3  2464 

0.230 

V'/kt 

*B  50 

5 

17.0 

3.286 

3%2 

0.380 

^ 

14.75 

3.294 

3  J  9/64 

0.504 

X 

B  21 

5 

12.25 

3.147 

3%4 

0.357 

9.75 

3.000 

3 

0.210 

X%4 

10.5 

2.880 

2% 

0.410 

1%., 

B  23 

4 

9.5 

8.5 

2.807 
2.733 

2^ 

0.337 
0.263 

1%; 

7.5 

2.660 

221/32 

0.190 

3/i« 

7.5 

2.521 

23»/64 

0.361 

2%4 

B  77 

3 

G.5 

2.423 

227/64 

0.263 

1%4 

5.5 

2.330 

22^.4 

0.170 

^64 

*  Furnished  only  by  special  arrangement. 


14 


BEAMS 


H-BEAMS 

-q 


-<;"- 


HI 


Section 

Inches 

per  Foot, 
Pounds 

Flange  Width, 

Web  Thickness, 

Decimal 

Fractional 

Decimal 

Fractional 

H  4 
H  3 
H  2 
H   1 

8 
6 
5 
4 

34.0 
23.8 
18.7 
13.6 

8.000 
6.000 
5.000 
4.000 

8                0.375 
6                0.313 
5                0.313 
4                0.313 

1 

H-Beams  shown  on  this  sheet  are  particularly  adapted  for  use  in  inside  mine  timbering.  Full 
information  as  to  their  properties  and  uses  is'given  in  separate  pamphlets  entitled  "Steel  Mine 
Timbers. 

15 


CARNEGIE    STEEL    COMPANY 


AGRICULTURAL   BEAMS 

HARROW  BEAMS 

^ 

T*        1 

—  1:^- 

| 

B506- 

^     *&                       B  508  - 

T 

i 

i 

i 

&^"~^~                              "~^ 

CHANNELED  FLATS 

1  ^t  ! 

1  ^                 ^ 

JJc 

B582  ' 

L/"  \L 

^                        B515> 

Oil            / 

Wtf!                                            U 

,  r  X                                                                                  I*-7/! 

a. 

O                                 r-r-  -r 

*'                                          IF 

B590-* 

r18"    "^                         R  ^80  J   I  Mo"    ^ 

k" 

1                                                       7 

Jill                Q-:ti 

Section                    Depth,                     Width, 
Index                       Inches                       Inches 

Web  Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

Bcr\£i                               2  VK                                       Tl6 
OUO                              <%  j  /                                    s/ 

% 

2.06 
1.61 

B  508                     |n                         ^8 

5 

1.86 
1.41 

Bcoo                                   1  74                                          /2 
Oo^                             ..  o/                                 7/ 

%. 

2.12 
1.75 

2                               ?io 
B  515                      2                               J4 

2                             7Ae 

1 

2.80 
2.38 
1.95 

B  590                     J||                         ^ 

1  >|                         T/'io 

1 

2.46 
2.14 
1.82 
1.50 

IK                         ^ 
B  580                                                   '% 

IX                         7/i« 

1 

He 

2.03 
1.76 
1.50 
1.23 

18 


BEAMS 


AGRICULTURAL   BEAMS— Continued 

CULTIVATOR  BEAMS 


B  510 


B51l 


B  500 


B504 


B  501 


r"     ^""^ 


B500 


B503-^ 


Section 
Index 

Depth, 
Inches 

Width, 
Inches 

Web  Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

B  510 

l%e 

N 

M 

2.72 
2.39 

iX 

H 

N 

2.58 

B  500 

IX 

%6 

%6 

2.26 

IX 

X 

J€ 

1.94 

\X 

tt/io 

5Ao 

2.35 

B  501 

IX 

X 

M 

2.03 

IX 

via 

%6 

1.71 

IX 

N 

H 

1.39 

B  511 

IX 

9/lo 

M 

1.84 

B  509 

IX 

*%• 

%6 

1.58 

B  503 

IX 

H 

H 

1.26 

B  504 

Uiu 

H 

%8 

1.04 

17 


CARNEGIE    STEEL    COMPANY 


AGRICULTURAL   BEAMS— Continued 

PLOW  BEAMS 


P508 


-m 


fe.  ---- 


,-ij 


P  505    t-rf^ 


k IH-T-- 


P504 


P502 


Section 
Index 

Depth, 
Inches 

Width, 
Inches 

Web  Thickness,     i   Weight  per  Foot  , 
Inches                      Pounds 

P  508 

2M 

1# 

M 

10.7 

P  505 

2^ 

1H 

M 

9.0 

P  504 

2  ^ 

|* 

%« 

7.3 
6.8 

P  502 

2  3^ 

2^ 

!8/io 

X6 

6.5 
6.0 
5.5 

IS 


BEAMS 


AGRICULTURAL    BEAMS— Continued 
PLOW  BEAMS— Continued 


P13 


-1% 4 


Section 
Index 

Depth, 
Inches 

Width, 
Inches 

Web  Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

P     2 
P     9 
P  13 
P   10 
P   11 

2M 

2 

2, 

i.H 

M 
M 

H 

12.8 
12.0 
9.6 
8.0 
7.3 

19 


CARNEGIE    STEEL    COMPANY 


P14 


P16 


AGRICULTURAL    BEAMS— Continued 
PLOW  BEAMS — Continued 


P17 


Section 
Index 

Depth, 
Inehe8 

Width, 
Inches 

Web  Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

P  14 

2M 

1M 

IN 

9/i« 
7/ie 

10.3 
9.2 

P  15 

2^ 

1M 
1H 

H 

H 

8.7 
7.6 

P  16 

2J-S 

1^ 
1^ 

7/ie 
•r/ic 

7.0 
6.0 

P  17 

2M 

l« 

IK 

%« 
%i 

6.4 
5.4 

20 


BEAMS 


AGRICULTURAL   BEAMS— Continued 
PLOW  BEAMS — Continued 


P506 


I, 


Section 
Index 

Depth, 
Inches 

Width, 
Inches 

Web  Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

2^ 

IHle 

# 

11.7 

2  ^ 

11.2 

P        7 

2% 

i§?« 

10.6 

2  % 

1H 

10.1 

2% 

17/1« 

9.5 

2% 

19/10 

9/10 

9.6 

2'5A 

\1A 

Yi 

9.1 

P  506 

2% 

25A 

iW 

ft 

8.5 
8.0 

25A 

15/16 

7.4 

25A 

IN 

J? 

6.9 

2]4 

mio 

M 

11.3 

21A 

15-8 

Hie 

10.8 

2  Y> 

i  ^ift 

10.2 

P       3 

21A 

1  }/z 

%6 

9.7 

2  Yi 

1  7/i« 

1^ 

9.2 

21A 

15/186 

1 

8.6 
8.1 

2*A 

IJie 

*A 

8.8 

P       8 

2  % 

7A« 

8.3 

2  ^2 

1  5/1Q 

7.8 

21A 

1  J4 

%« 

7.3 

CARNEGIE    STEEL    COMPANY 


AGRICULTURAL   BEAMS— Concluded 
PLOW  BEAMS— Concluded 


:_i 


P  501 


P  500 


Section 
Index 

Depth, 
Inches 

Width, 
Inches 

Web  Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

iy> 

1M                       M 

8.2 

2)^ 

Hie 

7.7 

2>£ 

IK 

^ 

7.2 

P  501 

2^ 

IHe 

%6 

6.6 

2  J^ 

1 

J^ 

6.1 

2H 

15Ac 

Tie 

5.6 

2^ 

% 

% 

5.0 

2% 

!5/1(J 

N 

6.2 

P  500 

2% 

i>i 

7/ie 

5.7 

2% 

l?io 

3/g 

5.2 

BULB    SECTIONS 


BULB    BEAMS 


Section 
Index 

Depth, 
Inches 

Pounds  ' 

Flange  Width, 
Inches 

Web  Thickness 
Inches 

Decimal 

Fractional 

Decimal 

Fractional 

*B  100 

10 

36.6 
28.1 

5.500 
5.250 

5M 

0.625 
0.375 

% 

*B   101 

9 

24.'3 

5.125 

4.938 

4JL 

0.563 
0.375 

'% 

*B  102 

8 

24.2 
20.0 

5.156 
5.000 

5 

0.469 
0.313 

]%2 

*B   103 

7 

23.3 
18.1 

5.094 
4.875 

53/32 

4% 

0.531 
0.313 

%i8 

*B   10  ^ 

r, 

17.2 

4.524 

4  17/32 

0.430 

7Ae 

14.0 


4.375 


0.281 


Furnished  only  by  special  arrangement. 


23 


CARNEGIE    STEEL    COMPANY 


SHIP  BUILDING  BULB  ANGLES 

British  Standard  Sections 


.625  r 


*B196 

1.625* 


10 


*B197 


.525" 


Section 
Index 

Depth, 
Inches 

Flange  Width, 
Inches 

Web  Thickness, 
Inches 

Weight 
per  Foot, 

Decimal 

Fractional 

Decimal 

Fractional 

Decimal 

Fractional 

Pounds 

0.650 

*HJ 

32.1 

*B  196 

10.000 

10 

3.500 

3H 

0.625 
0.600 

H 

19/32 

31.1 
30.1 

0.575 

37/64 

29.1 

0.550 

35/04 

27.9 

*B  197 

10.000 

10 

3.500 

3*A 

0.525 
0.500 

f 

26.9 
25.9 

0.475 

15/3:> 

24.9 

*Furnished  only  by  special  arrangement. 


24 


BULB    SECTIONS 


.600' 

CO 

.675 

CO 

.475 

li 
*-.- 

"^ 

SHIP  BUILDING  BULB  ANGLES—  Continued 
British  Standard  Sections  —  Continued 

-B205                                /-^               plf 
V                  ;.«oo*                         ^ 

\    'T1 

"ii 

Q1/"                                                                                      J 

'          N 

f[\ 

*B  206 

.500;                       J 

v" 

—  i 

eo 

*B201                             / 

V                          i-675"                                  :/ 

Si       ", 

1!     f 

^ 

Q                                    -                       --    ->! 

•i-p 

7  L 

V*B  202 
.575''                        J 

v                        i-475"                              y 

"]l 

1-fi     * 

—  q                         -                       * 

Section 
Index 

Depth, 
Inches 

Flange  Width, 
Inches 

Web  Thickness, 
Inches 

Weight 
per  Foot, 
Pounds 

Decimal      Fractional 

Decimal      Fractional 

Decimal      Fractional 

*B  205 
*B  206 
*B  201 
*B  202 
*B  203 

9.500            9M 
9.500            9M 
9.000            9 
9.000            9 
9.000            9 

3.500            3  y2 
3.500            3^ 
3.500            3*A 
3.500            3^ 
3.500            31A 

0.625              6A 
0.600            i%a 
0.575            3%4 
0.550            3%4 
0.525            i%2 
0.500              ^ 
0.475            i%2 
0.450            29/04 

0.675            4%4 
0.650            21/i2 
0.625              ^ 
0.600            19/32 
0.575            3%4 
0.550            3%4 
0.525            i%a 
0.500              J4 
0.475            i%2 
0.450            2»^4 
0.425            27/B4 
0.400            !%«> 

29.7 
28.8 
27.8 
26.9 
25.7 
24.7 
23.8 
22.8 
30.4 
29.5 
28.6 
27.7 
26.6 
25.7 
24.8 
23.9 
22.7 
21.8 
20.9 
20.0 

*  Furnished  only  by  special  arrangement. 

25 


CARNEGIE    STEEL    COMPANY 


,575' 

f--- 

i 

SHIP  BUILDING  BULB  ANGLES—  Continued 
British  Standard  Sections  —  Continued 

*B208                                                                            ^475- 

J    T 

F-3 

,550' 
t  

Vs 

i  . 
.450' 

^                                          oi/.*                        _             -  ^ 

r  '•' 

-  > 

*B209 

*rrv         ^    ) 

7   L 

*B211 

/*     ^\       ** 

J    t 

* 

".     (       \                                        -450';                  J 

T    L 

* 

*B215 

<                        i-450'                          ^            )     g 

J  -r 

Section 
Index 

Depth, 
Inches 

Flange  Width,                 Web  Thickness, 
Inches                                Inches 

Weight 
per  Foot, 
Pounds 

Decimal      Fractional 

Decimal      Fractional      Decimal      Fractional 

*B  208 
*B  209 
*B  211 
*B  212 
*B  215 

8.500            8% 
8.500            8J^ 
8.500            8H 
8.500            8^ 
8.000            8 

0.575            a%4 
3.500            3y2            0.525           i%4> 

olsoo          Yz 

0.475            1%2 
0.450           2%4 
3.500            o  /*2            Q  425            ~"'»i4 
0^400           i%2 
0.575           37/04 

3.000      3       8:88     % 

0.500              H" 
0.475            i%2 

3.000            3                S'425            2?|* 
0.400            i%2 
0.475            i%2 
0  450            2%4 
3.500            3H            0.425           s%± 
1    0.400            i%2 

25.3 
24.4 
23.5 
22.7 
21.6 
20.7 
19.8 
18.9 
24.3 
23.4 
22.6 
21.7 
20.7 
19.8 
19.0 
18.1 
20.5 
19.6 
18.8 
18.0 

*  Furnished  only  by  special  arrangement. 

20 


BULB    SECTIONS 


.525"-,- 

CO 

SHIP  BUILDING  BULB  ANC 

British  Standard  Sections- 

*B217                                 /^STS 
;-525"                        J 

JLES—  Continued 
—Continued 

I                          •' 

«.                           <f 

*B218 

.4251                    J 

%425^ 

"co 

•        J 

:                    :        5     J 

.525"--* 

T 

CO 

i~rx 

•?  i 

i 

*B  220                              /TV; 
;«•                   y     }    ®                             ( 

J    f 

*B221 

.425",                    y1 

.525"       ; 

* 

CO 

T    ^v 

*B223                             /T5* 

1-525"                          J             | 

)  r 

Section 
Index 

Depth,                       Flange  Width, 
Inches                              Inches 

Web  Thickness, 
Inches 

Weight 
per  Foot, 
Pounds 

Decimal      Fractional      Decimal      Fractional 

Decimal       Fractional 

*B  217 
*B  218 
*B  220 
*B  221 
*B  223 

8.000            8                3.000            3 
8.000            8                3.000            3 
7.500            7J-£           3.500            31A 
7.500            7J4            3.500            3^ 
7.500            7^           3.000            3 

0.575            »%4 
0.550            «%4 

0.525                 17/82 

0.500              Yz 
0.475            1%2 
0.450            2»/04 
0.425            27/04 
0.400            18/32 
0.575            37/04 
0.550            »%4 
0.525            i7/32 
0.500              Vi 

0.475                1%2 

0.450            2%4 
0.425            27/64 
0.400            i%2 

0.525                17/32 

0.500              Yi 

0.475                 1%2 

0.450            2%4 

23.1 
22.2 
21.4 
20.6 
19.6 
18.8 
18.0 
17.2 
22.8 
22.0 
21.2 
20.4 
19.4 
18.6 
17.8 
17.0 
20.3 
19.6 
18.8 
18.0 

*  Furnished  only  by  special  arrangement. 

27 


CARNEGIE    STEEL    COMPANY 


.425  r*! 


SHIP  BUILDING  BULB  ANGLES—  Continued 
British  Standard  Sections  —  Continued 

*B224 


.400 


*B229 

.5001 


*B230 


^.400 


.375'r-l 


*B233 

.400 


-6M:- 


*B236 

-375 


-6V6- 


Section 
Index 

Depth, 
Inches 

Flange  Width, 
Inches 

Web  Thickness, 
Inches 

Weight 
per  Foot, 
Pounds 

Decimal 

Fractional 

Decimal 

Fractional 

Decimal 

Fractional 

0.425 

27/64 

17.1 

*B  224 

7.500 

7H 

3.000 

3 

0.400 
0.375 

16.3 
15.6 

0.350 

1V&2 

14.8 

0.525 

1%2 

19.1 

*B  229 

7.000 

7 

3.000 

3 

0.500 
0.475 

15/4 

18.4 
17.7 

0.450 

2%4 

16.9 

0.425 

27/64 

16.0 

*B  230 

7.000 

7 

3.000 

3 

0.400 
0.375 

15.3 
14.6 

0.350 

iyS2 

13.9 

0.425 

27/04 

15.7 

*B  233 

6.500 

6K 

3.500 

3M 

0.400 
0.375 

!%2 

8 

15.0 
14.3 

0.350 

MZi 

13.6 

0.425 

2%4 

15.0 

*B  236 

6.500 

&1A 

3.000 

3 

0.400 
0.375 

^A 

14.3 
13.6 

0.350 

1%2 

12.9 

Furnished  only  by  special  arrangement. 


28 


BULB    SECTIONS 


.475 

,*""*' 

* 

CO 

i 

SHIP  BUILDING  BULB  ANGLES—  Continued 
British  Standard  Sections  —  Concluded 

r 

*B241 

.    i    s^s 

•r 

—  ^ 

oo 
.  -..it 

\  •} 

|<                                        <.*                                 J 

.450 

4  N 
* 

•a 

* 

*B242 

%l  f\              .375";         y 

*  I 

R*          ! 

J 

»' 
-* 

CO 

*B244 

,       ^     711 

i  •  j          .             •? 

!«.  '        Kl/.f  __                          .    .J 

*B245 
*«"7^\ 

§          -V                 -350;             J 

#    k 

,   : 

Section 
Index 

Depth,                       Flange  Width,                 Web  Thickness, 
Inches                               Inches                               Inches 

Weight 
per  Foot, 
Pounds 

Decimal       Fractional      Decimal      Fractional      Decimal      Fractional 

*B  241 
*B  242 
*B  244 
*B  245 

0.525            i%2 

R  nnn             fi           ^  nnn             ^            0.500            H 
6.001                           3.001                           Q475          15/g2 

0.450            a%4 
0.425            2%4 
6.000                6             3.000               3              g-f™            ^2 
0.'350            iila 
0.500             H 
5.500               5^         3.000              3             g;gg           J^ 
0.425            2-/64 
0.400            i%a 
5.500               5«         3.000              3             g;||g           ^ 

0.325               2V64 

16.8 
16.2 
15.6 
14.9 
14.1 
13.4 
12.8 
12.2 
15.1 
14.5 
13.9 
13.4 
12.5 
11.9 
11.3 
10.7 

*  Furnished  only  by  special  arrangement. 

29 


CARNEGIE    STEEL    COMPANY 


SHIP  BUILDING  BULB  ANGLES—  Concluded 

Miscellaneous  Sections 

*B137 

ftljylf 

4  f\      ^ 

5  *i 

;     iV 

_^. 

.25% 

*  —  rt~si 

^.23" 

»jj               *B 

143                                                  *B  144 

L'l            ,.24" 

/~]  1             s~~r\    r        .22!     }  o  I 

+            | 

^        *                                 i"     V  "        Y 

!                                                  • 

.19"*  f 

,    • 

f       f^i 

.19  *;  j«-                                                                  ^^/^  ^ 

,!           *B145 

J           *B  146                   f"  "N    *B  147 

ca     1 

n~st       ^|     >16"     Qs*        tiaO     '-15"   ^l^ 

'---  ---2%-  — 

D 

Section                   ID 

epth,                        Flange  Width, 
ches                               Inches 

Web  Thickness,         |    Wei  ht 
Inches                i  per  Foot, 

Decimal 

Fractional      Decimal       Fractional 

Decimal      Fractional       •h'ounds 

0.328           2i/64              10.3 

*B  137       5.000 

5                2.500            2Y2 

0.313             5^0              io.O 

0.298            i%*               9-7 

*B  143       5.000 

5                2.500            2,y2 

0.240             J€                8.3 

*B  144        4.500 

±Y2            2.250            2M 

0.220            %2                 6.7 

*B  145        3.000 

3                2.000            2 

0.190            %«                 3.60 

*B  146        3.000 

3                 1.750             1M 

0.1CO             %2                 3.25 

*B  147        2.500 

2K            1-500             1J^ 

0.150             %2                 2.66 

*  Furnished  only  by  special  arrangement. 

30 


BULB    SECTIONS 


(\ 


CAR  BUILDING  BULB  ANGLES 


*B124 


*B122 


Section 
Index 

Depth, 
Inches 

Flange  Width, 
Inches 

Web^ckness, 

Weight 
per  Foot, 
Pounds 

Decimal 

Fractional 

Decimal 

Fractional 

Decimal 

Fractional 

*B  125 

5.000 

5 

4.500 

4H 

0.438 

%6 

19.3 

*B  124 

5.000 

5 

3.500 

3H 

0.375 

N 

13.2 

*B  122 

4.000 

4 

3.500 

3^ 

0.500 

M 

14.3 

*B  123 

4.000 

4 

3.500 

3H 

0.375 

3A 

11.9 

Furnished  only  by  special  arrangement. 


31 


CARNEGIE    STEEL    COMPANY 


STRUCTURAL   CHANNELS 

T 
1 

d 
S 

i 

1 

ijfo.24* 
3.000'-  * 

?         C  1 

^L_i, 

.900"          ~~~~  —  --^ 
1                             _J 

T 
11 

0 

2 

i 

0 

^^J  0.19" 

^r"     1     1 

--3.625^  A 

|     C20 
^^^^        I 

880"                   ®i 

1                       „                       T 

"i  t 
*  -3.401'  ,| 

Section 
Index 

Depth  of         Weight 
Channel,        per  Foot, 
Inches            Pounds 

j 

Flange  Width,                     Web  Thickness, 
Inches                                  Inches 

Decimal 

Fractional        Decimal        Fractional 

C     1 
C  20 

55.0 
50.0 
1  K.               45.0 
15                40.0 
35.0 
33.0 

55.0 
50.0 
45.0 
13                40.0 
37.0 
35.0 
32.0 

3.818 
3.720 
3.622 
3.524 
3.426 
3.400 

4.529 
4.416 
4.303 
4.190 
4.122 
4.077 
4.000 

313/ie            0.818              i%6 
323/33            0.720             2%2 
3%               0.622                ys 

31%2                 0.524                    1%2 

32%4            0.426             2%4 

313/32                 0.400                    X%2 
417/32                 0.904                    29/32 

427/64            0.791              B%4 
4i%4            0.678              43/64 
4%6              0.565              »/i6 
4^                0.497                 1A 
4%4              0.452              29/64 
4                   0.375                % 

32 


CHANNELS 


•IIT" 

«?       I 

STRUCTURAL   CHANNELS—  Continued 

~*t   1*0.280* 

/TI 

Co 
2                                                 /        § 

/         N 

i        \  * 

i    i 

3'38"                                               a0.280"                                  L4_..J 

k  - 

f                                                    ; 

12"                                                                     >l 

i 

§ 

"*|  fo.240" 

\                                                    C3                                                     /       4 
\     K                                               8  158  'r                                             »     /            ^ 

Vl°-34"                                               -L0.240"                              U      ,      i 

T  '  °'633 

10  /;                                                              >l 

Section 
Index 

Depth  of          Weight                Flai\ge  Width'                     Web  Thickness, 
Channel.        per  Foot.                     Inches                                  Inches 

Inches            Pounds          Decimal        Fractional        Decimal        Fractional 

C  2 
C  3 

40.0             3.418            32%±            0.758             ±%4 
35.0            3.296            3i%4           0.636             Hk 
12               30.0            3.173            3iy64           0.513             33/64 
25.0            3.050            3%4             0.390             2%4 
20.5            2.940            2i%0           0.280             %2 

35.0            3.183            33Ac             0.823             s%4 
30.0            3.036            31/32             0.676             48^4 
10                25.0             2.889            257/04            0.529              iy3a 
20.0            2.742            2*%4           0.382               ^ 
15.0            2.600            2i%2           0.240             i%4 

33 


CARNEGIE*  STEEL    COMPANY 


STRUCTURAL   CHANNELS—  Continued 


0.230* 


Section 
Index 


Depth  of 
Channel, 
Inches 


Weight 
per  Foot, 
Pounds 


Flange  Width, 
Inches 


Decimal 


Fractional 


Web  Thickness, 
Inches 


Decimal 


Fractional 


C  4 


C  5 


0  6 


25.0 
20.0 
15.0 
13.25 

21.25 
18.75 
16.25 
13.75 
11.25 

19.75 
17.25 
14.75 
12.25 
9.75 


2.815 
2.652 
2.488 
2.430 

2.622 
2.530 
2-.439 
2.347 
2.260 

2.513 
2.408 
2.303 
2.198 
2.090 


2  Vic 


0.615 
0.452 
0.288 
0.230 

0.582 
0.490 
0.399 
0.307 
0.220 

0.633 
0.528 
0.423 
0.318 
0.210 


3%4 


13/64 


34 


CHANNELS 


STRUCTURAL   CHANNELS—  Concluded 

~1  1*0.200* 

T~~ 

\ 

C7 

m 

s 

Vr 

/      "8 

4.518"  ^     /         £ 

i 

\H0.30"                        10.200 

•  u  .  i 

T 

r 

Tf 

n"         C  8 

h~~j 

i 

'- 

\                                                        /         «o 
\    K  3.609-'  v    /         «? 

1 

\ 

{0.29"                  ^0.'190"_U    >      1 

r 

f 

C9 

~]  r^iso" 

i 

Y-II 

\  f—;2-700—  ; 

Vl0-28               10.180 

ji 

t 

U-                    4" 

,  0.413 

J 

\T   [\T-1.789^    / 

7    1  Vl0-2?"  io.no!  J 

iT 

\        1&,  i  . 

f 

U-             3" 

Section 
Index 

Depth  of 
Channel, 
Inches 

Weight 
per  Foot, 
Pounds 

Flange  Width, 
Inches 

Web  Thickness, 
Inches 

Decimal 

Fractional  ' 

Decimal        Fractional 

15.5 

2.283 

2%2 

0.563             »/16 

C     7 

G 

13.0 
10.5 

2.160 
2.038 

2%2 
2%a 

0.440             7^e 
0.318             %0 

8.0 

1.920 

1  5%4 

0.200              13^4 

11.5 

2.037 

21/32 

0.477             »V«4 

C     8 

5 

9.0 

1.890 

15%4 

0.330             2y04 

6.5 

1.750 

1M 

0.190             »/10 

7.25 

1.725 

1  2%2 

0.325             21^ 

C     9 

4 

6.25 

1.652 

1  21/32 

0.252              ^ 

5.25 

1.580 

1  37//«4 

0.180              «/1(, 

6.0 

1.602 

1  »%1 

0.362             2%4 

C  72 

3 

5.0 

1.504 

ij4 

0.264              177^4 

4.0 

1.410 

1  !%2 

0.170              i%4 

35 


CARNEGIE    STEEL    COMPANY 


SHIP   BUILDING   CHANNELS 

—31          (r 

]  O.C50* 

r~ 

~^Xo 

.30" 

'          ? 

i 

J   • 

*s 

C170 

1 

CO 

1 

1 

-In  .in" 

*] 

vi 

10.473" 

y    }   i 

0.750" 

T 

1 

~15JS.548* 

-  J  °-4 

25" 

1 

S; 

o 

C  171 

1 

.1  „! 

CO 

§ 

*j 

Vi  0.600" 

i  0.440" 

;y      T 

L... 

0.652" 

12" 

~"     foieoo" 

*  """ 

1  —  :*>\     & 

i-  —  •-- 

•^ 

\ 

1° 

i 

* 

C160 

1 

Cs 

CO 

JO 

i  * 

7  821" 

H  0.40" 

.1  0.447* 

M 

1 

(      o 

700" 

T 

Section 
Index 

Depth  of         Weight 
Channel,        per  Foot, 
Inches            Pounds 

Flange  Width, 
Inches 

Web  Thickness, 
Inches 

Decimal        Fractio 

nal        Decimal 

Fractional 

50.0 

4.140            4%4 

0.840 

2!/82 

48.4 

4.100                  43/32 

0.800 

5%4 

C  170 

46.3 
44.3 

4.050            4%4 
4.000            4 

0.750 
0.700 

4%4 

40.0 

3.8-95            3  B% 

4            0.595 

1%2 

35.0 

3.773            3*% 

4            0.473 

15/32 

40.8 

3.700            34% 

4            0.700 

45/64 

C  171 

37.2 
32.7 

3.610            339/e 
3.500            3Y2 

4            0.610 
0.500 

39/04 

H 

30.2 

3.440            3tta 

0.440 

40.0 

4.091                  43/32 

0.741 

47/04 

36.9 

4.000            4 

0.650 

2V32 

C  160 

10                34.4 

3.925             3««% 

4            0.575 

3%4 

31.8 

3.850             327/, 

3            0.500 

K 

30.0 

3.797             3  5yt 

14            0.447 

2%* 

CHANNELS 


e 

T" 
i 
i 

cd 

1 
1 

1 

HIP   BUILDING 

l»-v                    v 

CHANNELS—  Contin 

-* 

C150 

8  1°6"          "-•      —  ^ 

ued 

k-        ^ 
It 

1 
1 

_,        I 

\    I 
t-i  0.40 
V* 

J,  0.475"                           \J 

0.550" 

i 

T" 

i 

i 

! 

"      ^ 

-, 
^0.30" 

C150b 

^  8.279"  ->j 
^l0'40                                                    ],  0.375"                            \J 

1     !<~ 
i      0.406 

T  T 

i 
i 

if 
(~~l  0.469" 

ii 

3 

i 

« 
1 

i 

f 
10                                                        ^ 

~--|4r 

"I 

C140 

0.600" 

1 

CO 

f-      ; 

--I  0.40" 

j,0.450"                    \J        , 

0.700" 

1^ 

„       t 

Section 
Index 

Depth  of          Weight 
Channel,        per  Foot, 
Inches           Pounds 

Flange  Width,                     Web  Thickness, 
Inches                                  Inches 

Decimal        Fractional        Decimal        Fractional 

C   150 

C  150b 
C  140 

33.2 
30.6 
10                28.9 
27.2 
26.4 

28.5 
26.0 
10                24.3 
22.6 
21.7 

35.5 
q                 34.7 
9                 31.7 
28.6 

3.675            343/ot            0.675             *%4 
3.600            3i%2           0.600             i%o 
3.550             3«%4            0.550              3%4 
3.500             31A               0.500              y2 
3.475             315/32            0.475              J%2 

3.575             3«'/04            0.575              3%4 
3.500             3^                0.500              Yz 
3.450             32%4            0.450              ^%4 
3.400             3i%->            0.400              i%« 
3.375             3YS               0.375              Ji  " 

4.025             4%2              0.675              *%4 
4.000             4                    0.650              8%2 
3.900             32%2            0.550              »%4 
3.800            35Vet           0.450             2»/64 

37 


CARNEGIE  STEEL   COMPANY 


SHIP   BUILDING   CHANNELS— Continued 


C130 


.  0.415" 


6.525" 


C  131 

..............  --  6.209'-'  -------------  ~ 

O.34"  i  0.344"  ; 


O.374 


..J 

0.578 


1*0.475' 


:~'r^| 

0.30* 

.— 

"T 

i 

si 

i 

C120 

1 

\ 

|<  5.2S2"  >) 

i 

tl°'35"                               i  0.400" 

i 

i 

0.525 

•ss 

Inches 

per  Foot, 
Pounds 

Flange  Width, 
Inches 

Web  Thickness, 
Inches 

Decimal 

Fractional 

Decimal 

Fractional 

27.2 

3.625 

3^ 

0.625 

M 

26.5 

3.600 

3i%2 

0.600 

1%2 

C  130 

8 

25.2 

3.550 

33%4 

0.550 

35/04 

23.8 

3.500 

3^ 

0.500 

H 

21.5 

3.415 

327/C4 

0.415 

27/04 

C   131 

8 

21.0 
17.6 

3.000 

2.875 

3 

2% 

0.469 
0.344 

J£ 

24.5 

3.600 

31%2 

0.600 

10/32 

23.3 

3.550 

3«%4 

0.550 

3%4 

C  120 

7 

22.1 

3.500 

31A 

0.500 

x^ 

20.9 

3.450 

3*%4 

0.450 

2%4 

19.7 

3.400 

31%2 

0.400 

J%2 

38 


CHANNELS 


SHIP   BUILDING   CHANNELS—  Concluded 

rp)°-19*    1 

•-•*!     i 

--* 

i 

C  121 

X425" 

"     'P.-340* 

t'0.36" 

i  0.313"          i  J    . 

i 

I"P|0.30"                n( 

).460" 

*         "Ri( 

„ 

*i                 C  110 

» 

C  109 

S 

f  4.451-"--      —  -»j 
U0.25*                  1  0.410"     L 

i 

.530" 

*--  -     —  4.691-"— 
10.25"                    i  0.350" 

0.410" 

-    o 

""**  '*( 
f  ft  0.25"                                               f 

^280" 

"hSf8" 

*!     1               C  107 

"                                                                     1 

8      U     1               C  108 

fl 

00           1 

oj        \      r  4p084?_  ^      / 

f         ^       1    *  4.390-"-  » 

3 

V  10.50"                 I0.313"    \J. 

\ 

J10.34"                    10.313" 

ui,     i 

•i                                                      ( 

U- 

a     * 

; 

Section             Depth  of         Weight 
Index               Channel,         per  Foot, 
Inches            Pounds 

Flange  Width, 
Inches 

Web  Thickness, 
Inches 

Decimal 

Fractional 

Decimal 

Fractional 

21.9 

0    121                      7                    18'6 
7                 16.5 
15.6 

3.575 
3.438 
3.350 
3.313 

s'lt 

0.575 
0.438 
0.350 
0.313 

37/04 

C  110                 6                21.5 

3.685 
3.560 

Sf 

0.535 
0.410 

17/32 

C   109                   6                 15.0 

3^500 

3K 

0.350 

% 

C  107                   6                 JJJ 

3.063 
2.813 

213/10 

0.563 
0.313 

5/10 

C   108                  6                 J^'g 

2.781 
2.563 

if: 

0.531 
0.313 

•Yio 

CARNEGIE    STEEL    COMPANY 


CAR  BUILDING  CHANNELS— STRUCTURAL  SIZES 


0.406" 

r\  .25" 

(^ 

-"  4, 

*C106 

1 

,<.  4.265"  ->. 

H0-25"                  10.375"  U 

£soo 

iO.19 


1     fO.469* 


'C200 


---2.395-— *i 

0.28"     :o.50; 


0.531* 


f19*C220 

§? 

I   j*~ 2.402-'—  -*  S 

V;0.38g       1 0.394  °Js         1 


^0.438 


*  C  112 


Section 
Index 

Depth  of 
Channel, 
Inches 

Weight 
per  Foot, 
Pounds 

Flange  Width, 
Inches 

Web  Thickness, 
Inches 

Decimal 

Fractional 

Decimal 

Fractional 

*C   106 

5M 

17.0 

3.500 

3M 

0.375 

ZA 

*C  200 

4 

13.6 

2.500 

2^ 

0.500 

y* 

*C  220 

4 

10.1 

2.087 

2%2 

0.394 

2%4 

*C  112 

4 

6.4 

0.875 

H 

0.375 

H 

*C   190 

3 

7.1 

1.984 

1  «%4 

0.250 

X 

*  Furnished  only  by  special  arrangement. 


40 


CHANNELS 


CHANNELS—  BAR    MILL   SIZES 

-V^r        C539            T^         ^K£_          C538           J&_ 

i 

k  

f 

2  y"  Fun                                           *1/"  f 

*C  556        -I1 

f           ff 

ft  r 

^     C577       ~ 

V                Mej       / 

^ 
1      l*^ 

i 

1 

r*1                          »  t 

-^ 

H  K%2 
I  I 

|! 

-i1^      C  534       -*i 

f\               Me",           /" 

\                             /         f     / 

g                I** 

tV      C  535      - 

i 

sl        H;   / 

1 

7*                        \             »  t 

->i 
• 

-*y«V    C532     JC                    _^;_    C631     4* 

jv"1 

1- 
"f 

,2 

i 
j 

Section                     Depth, 
Index                       Inches 

Flange  Width, 
Inches 

Web  Thickness,       Weight  per  Foot, 
Inches                      Pounds 

C  539 

C  538 
*C  556 
C  577 

O  534 
O  535 

O  532 
C  531 

|J|Full 

2 

2 
2 

2 
2 

2 
2 
2 
2 

M 

C    " 

I 

3.87 
3.33 
2.80 
2.27 

1.77 
1.50 

2.10 

2.40 
1.98 

2.18 
1.76 

2.75 
2.32 
1.90 
1.47 

2.24 
1.86 
1.49 

1.92 
1.55 
1.18 

*  Furnished  only  by  special  arrangement. 

41 


CARNEGIE    STEEL    COMPANY 


CHANNELS—  BAR    MILL    SIZES—  Continued 

C  529                             C  527                            C  528 

"  '     i                  •  •--- 

i    ^  %i  jf    «•  /i"-J 

!                   „?          :                    i                   ,,t 
«  —i1//-  1*-  IJ*  -J               k  M  >l 

C  525                          *  C  585                           C  522 

_^            ^           a          -~y;r       ^- 

\\      *C  /f$       (^^t-KsL/^g        hj     ^  /I  i 

H  ^~-i               L  i*-~-  J                ^—^-^ 

C  523                           C  520                         *  C  583 

-*ilxV-               -x  K^jtA              _»j  v*u-                ^4Vu-                       ";  "                                  * 
l'*!                          -^|                           "^T!"1*"                       "^  K^4 

/^                                                         *                                                       //f 

t*  !/4  H                    f  !/4  1                    I*  1/4  H 

Section 
Index 

Depth, 
Inches 

Flange  Width, 
Inches 

Web  Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

C  529 

11 

1 

1 

1.68 
1.36 
1.05 

C  527 

$ 

Wo 

i 

1.53 
1.21 

C  528 

|| 

1 

i 

1.7ft 
1.44 
1.12 

C  525 

11 

1 

s 

1.49 
1.20 
0.91 

*C  585 

lf< 

B/10 

8/10 

1.13 

C  522 

II 

i 

1 

1.54 
1.28 
1.01 

C  523 

11 

I 

H 

1.45 
1.18 
0.92 

C  520 
*C  583 

l|l 

n 

i 

1.39 
1.12 
0.85 

0.68 

*  Furnished  only  by  special  arrangement. 

42 


CHANNELS 


CHANNELS—  BAR    MILL   SIZES—  Continued 

C518                         C519                           C516 

TtJfe     fcjj      feft 

•           T       !                           f                                  f      i 

u~itfL~  J          k-itf  —  J            i—  i--- 

C574                 C586                  C513                   C  589 

fir"                  ^04                   Me                    /04                   3/"                    -/"                  5/» 

-4  V-     -ip     •*]  V      ^j5r     -/V-      4£     -f*> 

lip 

,,t                   »t                   ,,t             i 

C  511                        C  510                         C  508 

-^V       >K-                  ^y      fa                    y^      ^ 

fVlil/]  f               PJ  ^I/]"^               hv^n/]''|| 

Section 
Index 

Depth, 
Inches 

Flange  Width, 
Inches 

Web  Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

C  518 

1 

Vi2o 

H° 

1.29 
1.05 
0.81 

C  519 

1  8 

|- 

W 

1.16 
0.92 

C  516 

i 
i 
i 

£ 

1 

1.04 
0.83 
0.77 

C  574 

i 
i 

I 

^ 

0.95 
0.75 

C  586 

i 

H 

3/ic 

0.83 

C  513 

i 
i 

i 

7/to 

i 

H 

1.10 

0.89 
0.68 

C  589 

i 

H 

.108 

0.60 

C  511 

8 

H6 

8/io 

H 

0.92 
0.73 

C  510 

I 

7/io 

1 

1.06 
0.88 
0.69 

C  508 

I 

| 

F 

0.84 
0.65 
0.61 

43 


CARNEGIE    STEEL    COMPANY 


CHANNELS—  BAR  MILL  SIZES—  Continued 

„  P  5688  *                               C  506 

%"       ji" 

C571w           C570                 C588              C  569^ 

C584, 

-*(  8(«-   -^K- 

4JW*        *  '  f  "§^       |  '  —  y-  '  i  _£ 

V—  %"—  J             H-  -  ,/4  —  >" 

C503                           C502w 
i^rf-ft-.                     "^r"^ 

C;/501w 

C,500, 

w       m? 

Section 
Index 

Depth, 
Inches 

Flange  Width, 
Inches 

Web  Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

C  568 

ti 

H 

%4 

0.57 

C  506 

H 

H 

%4 

0.47 

C  571 

$ 

H 

2%4 

£ 

0.56 
0.52 

C  570 

i 

Si 

ft 

0.50 
0.46 

C  588 

Yt 

H« 

.099 

0.40 

C  569 

X 

N 

No.  15  B.  W.  G. 

0.4O 

C  584 

H 

H 

8/16 

0.52 

C  503 

8 

% 

^ 

0.41 
0.38 

C  502 

H 

5Ao 

8/J2 

0.35 

C  500 

n 

4 

I 

0.28 
0.26 

C  501 

>i 

^ 

|1 

8/32 
%4 

0.25 
0.23 

CHANNELS 


CHANNELS— BAR    MILL    SIZES— Continued 
BRAKE  BEAM  CHANNELS 

-*%v 


C  578 


8, 2'- 

MISCELLANEOUS  CHANNELS 


*C640 


C  221 


C597 


C598 


X 


*C620 


Section 
Index 

Depth, 
Inches 

Flange  Width, 
Inches 

Web  Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

C  567 
C  578 
*C  640 
*C   221 
C  597 
C  598 
*C  620 
*C  660 

2 
2 

2 
2 

I'M 

5%4 

1JN 

l8/i48 
1 
1 
& 

1A 

6.0 
5.0 
6.4 
3.87 
2.57 
1.78 
1.57 
0.79 

*  Furnished  only  by  special  arrangement. 


45 


.      CARNEGIE    STEEL    COMPANY 


CHANNELS—  BAR    MILL   SIZES—  Continued 
SOLID  RUBBER  TIRE  CHANNELS 


i__\ 


C  608      1 


Ur  ----  1«- 


-f-^f 

T 


JL_J 


C607 


Section 
Index 

Base, 
Inches 

Depth, 
Inches 

Web  Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

C  613 

4 

! 

5/i« 

6.7 

C  612 

3/^ 

1EHo 

5/i6 

5.4 

C  611 

3 

5%4 

1%4 

4.3 

C  610 

2H 

53/C4 

%2 

3.60 

C  609 

2 

M 

M 

2.70 

C  608 

1M 

2%2 

1%4 

2.20 

C  607 

\y% 

4^«4 

%2 

2.00 

4G 


CHANNELS 


CHANNELS— BAR    MILL   SIZES— Continued 
SOLID  RUBBER  TIRE  CHANNELS — Concluded 
C606     ^  C605    ft 


K- 1% >» 


C  603  13° 


|<- 1 >< 


K—  %--»! 


-%•-* 


CUSHION  TIRE  CHANNELS 

Commercial  Name:  1H  Commercial  Name:  134 


C  1250 


Commercial  Name: 

f 
V/V      C  1125 


Section 
Index 

Base, 
Inches 

Depth, 
Inches 

Web  Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

C      606 

11/2 

nfe 

]%4 

1.80 

C      605 

IN 

39/£' 

%o 

1.50 

C      604 

1M 

#° 

H«4 

1.20 

C     603 

1  lj^ 

1.00 

C     602 

l 

3%! 

0.79 

C     601 

0.67 

C     600 

K 

J%2 

0.51 

C   1500 

^/io 

H 

1.11 

C   1250 

3-/32 

3-4  o 

0.80 

C   1125 
C   1000 

i 

1 

g 

0.75 
0.68 

47 


CARNEGIE    STEEL    COMPANY 


CHANNELS— BAR  MILL  SIZES— Continued 


ROUND  BACK  CHANNELS 


C  544 


C543 


C541 


Section 
Index 

Depth, 
Inches 

Flange  Width, 
Inches 

Web  Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

C  544 

3 

M 

5/io 

3.65 

C  543 

2^ 

N 

M 

2.40 

C  542 

2 

»/10 

fi« 

1.67 

C  541 

*'H 

1A 

%« 

1.33 

48 


CHANNELS 


CHANNELS— BAR    MILL   SIZES— Continued 

HARROW  CHANNELS 

C  561  C  563 


C560 


.,  i          n   i    i 

I         ^  , ,,"  I         f  ,!/*  !      "^ 


C564 


C565 


DASH  AND  FENDER  CHANNELS 

C  548  C  546 


C551 


C547 


K-—  I8/*—  - 


Section 
Index 

Width, 
Inches 

Depth, 
Inches 

Web  Thickness,       Weight  per  Foot, 
Inches                      Pounds 

1 

C  560 

Itf 

H 

%«                          1.56 

C  561 

1J£ 

Hie 

8/ie 

1.68 

C  563 

1%4 

M 

%6 

1.26 

C  564 

1M»4 

?io 

1.05 

C  565 

l 

7/16 

%2 

0.82 

C  548 

1% 

K 

%2 

1.10 

C  546 

1M 

%2 

%2 

0.68 

C  549 

1%6 

%2 

S/82 

0.78 

C  551 

IK 

5/io 

No.  12  B.  W.  G. 

0.65 

C  547 

6%4 

17/64 

%2 

0.54 

4'J 


CARNEGIE    STEEL    COMPANY 


CHANNELS—  BAR    MILL    SIZES—  Concluded 
SHARP  TOE  CHANNELS 

*C  595           r-3/^  i 

[\             1.137               [/[I 

I                 i 

„ 

C592       .i/''                C593^c:               C  591  ,<          C  594 

r           \  *  [M  — 

^.            N--  *     vj?          f&S\  ^ 

;  ii/"                            .'           I     /  //        i                         *  i/"                      ^"~^~ii>1'    ' 

ROUND  TOE  CHANNEL 

--v^l/''              /-i   rrrw?                /s°J. 
*J  /64p"        {j  OOD                ^   ~i 

I  1       f 

:                   •' 

TIRE  CHANNEL                 HARROW  CHANNEL         TEDDER  WASHER 

CHANNEL 

*C63°                             *C599     ^                     ^CllOO 

V     ^    j>/3*  Y-^  y!  j     \     ^          /  e]          \^^—  ^^/  ^ 

L^-.-.i^....^^,;  i 

y»                                                                        L  -iVlG-^ 

<-  --2"-  ^ 
STOVE  LEG  CHANNEL 

C582 

n//f 

.:fr     ^r. 

RAKE  CHANNEL 

*C587 
(\J^j/J^ 

T,,       ;     * 

Section                     Depth,                      Wid 
Index                        Inches                        Incl 

th,               Web  Thickness,        Weight  per  Foot, 
IBS                        Inches                       Pounds 

*C     595                    2K                            ^ 
C      592                     in/jo                         ^ 
C     593                    lo/32                          i,\ 
C     591                     1V10                           ^ 
C     594                       7,16                          ^ 

2                               ^ 
C     536                   2                              »/i 
2                                > 

*C     630                   2                               ^ 

*C        599                              12V{o                                   28 

*C   1100                    IVie                          7^ 
C     582                     1                                *>> 
*C     587       1                4y«4                        ^ 

1  full                  .137                         1.47 
«                            X                          1-60 
o                           13/«4                        1-13 
s                            9io                         0.84 
^                            «/64                         0.29 

\i                         2.25 
4e                          1-83 

g                y*               i.4o 

'/                               ^                            210 

32                                     %i                                     J.1U 

o                           %a                          1-00 
o                            Ys                          0.50 
12                          %4                         0.35 

*  Furnished  only  by  special  arrangement. 

U-BARS 


U-BARS 
U571 


U575 


U576 


U577 


U579 


U573 


U581 


Section 
Index 


Width, 
Inches 


Flange  Width, 
Inches 


Web  Thickness, 
Inches 


U  571 
U  575 
U  576 
U  577 
U  579 
U  581 
U  573 


I1 


3.23 
1.95 
1.78 
1.63 
1.69 
1.48 
1.85 


51 


CARNEGIE    STEEL    COMPANY 


EQUAL   ANGLES—  STRUCTURAL   SIZES 

rr 

o  — 

J 

1 

C\Y* 

n 

| 

r  " 

Qy2"         T%" 

r             i 

j 

* 

A  113 

fjV"      ^%" 

CO 

to 

A  116 

A  103 

to 

A  88 

A  94 

«s 

to 

A  17 

i  L 

.1 

.*  —  i 

^/ 

Section 
Index 

Size, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

A  113 

8x8 

ll 

t 

56.9 

A   112 

8x8 

IVlt 

54.0 

A   111 

8x 

8 

1 

51.0 

A.   110 

8x 

8 

1 

BA6 

48.1 

A.   109 

8  x 

8 

J 

i 

45.0 

A   108 

8x8 

1 

%0 

42.0 

A   107 

8x 

8 

2 

38.9 

A   106 

8  x 

8 

1 

35.8 

A   105 

8x8 

| 

r 

32.7 

A.   104 

8  x 

8 

29.6 

A   103 

8x8 

\ 

$ 

26.4 

*    A  116 

6x6 

\\ 

i> 

39.6 

A     86 

6x 

6 

1 

37.4 

A     87 

6x6 

15/10 

35.3 

A       1 

6x 

6 

\ 

8 

33.1 

A       2 

6x 

6 

1 

3/10 

31.0 

A       3 

6x6 

4 

28.7 

A       4 

6x 

6 

1 

Vl6 

26.5 

A       5 

6x 

6 

I 

24.2 

A       6 

6x6 

9 

\G 

21.9 

A       7 

6  x 

6 

J 

19.6 

A       8 

6x 

6 

'"; 

lo 

17.2 

A     88 

6x6 

14.9 

A     94 

5x5 

1 

30.6 

A     95 

5  x 

5 

} 

5Ac                             28.9 

A       9 

5  x 

5 

J 

i                                27.2 

A     10 

5x5 

1 

%o                             25.4 

A      11 

5  x 

5 

i 

4                                23.6 

A      12 

5x5 

1 

Vio 

21.8 

A      13 

5  x 

5 

^ 

{ 

20.0 

A      14 

.        5x5 

V 

lo 

18.1 

A     15 

5x 

5 

£ 

16.2 

A     16 

5  x 

5 

\ 

14.3 

A     17 

5x5 

? 

/                             12.3 

52 


ANGLES 


EQUAL   ANGLES—  STRUCTURAL   SIZES—  Concluded 

Cr   ~<~  :  i     "~  ~~3P  ™i     r  H~i3 

i 
i 
i 

t 
i 

i 
i 

j                                             i 

J 

A    1  Q                                    ^\                                                        w 

to                                         to 
A  284                                   *tA291 

A  34 
to 
tA501 

i 

i 
i 

|                                                                                                                                                           ^"~* 

1 

Section 
Index 

Size, 
Inches 

Thickness,                  Weight  per  Foot, 
Inches                             Pounds 

A     18 
A     19 
A     20 
A     21 

4x4 
4x4 
4x4 
4x4 

13/10 

& 

o¥ 

19.9 
18.5 
17.1 
15.7 

7 

I     22 

4x4 

14.3 

1 

L     23 

4x4 

12.8 

A     24 

4x4 

11.3 

i 

L     25 

4x4 

9.8 

t 

I     90 

4x4 

5*16 

8.2 

A  284 

4x4 

k 

6.6 

A     26 

3^  x  3J^ 

18/io 

17.1 

I 

I     27 

3  }/%  x  3  % 

16.0 

i 

L     28 

3  ]/2  x  3  }/z 

U4fl 

14.8 

A     29 

3  i^  x  3  J^ 

¥ 

13.6 

j 

L     30 

3  }/i  x  3  ^ 

12.4 

A     31 
A     32 

|H  X3H 

IT 

11.1 

9.8 

1 

L     33 

3H  x  3^ 

3^ 

8.5 

A     99 

tj/10 

7.2 

/ 

I  285 

3  ]/i  x  3  ^ 

M 

5.8 

*fA  288 

3^  x  3  Yi 

%« 

4.4 

*JA  291 

zy2  x  3^ 

%2 

3.64 

A     34 

3x3 

•^ 

11.5 

i 

L     35 

3x3 

9is 

10.4 

A     36 

3x3 

i^ 

9.4 

> 

y.     37 

3x3 

7/io 

8.3 

A     38 

3x3 

N 

7.2 

k 

^     39 

3x3 

Bi6 

6.1 

1 

^     40 

3x3 

\/ 

4.9 

tA  500 

3x3 

SA& 

3.71 

tA   501                           3x3 

K 

2.50 

*  Furnished  only  by  special  arrangement, 
t  Bar  mill  siz.es. 

53 


CARNEGIE    STEEL    COMPANY 


EQUAL   ANGLES—  BAR    MILL   SIZES 

i                                                     i                i                j 

j                           *                                  J 

i                   \ 

A  506 

C~~             f  Y*  " 

V    A  41  i 

i               i               i              i            i            ; 

•^       tf>                    *        J 

v 

A  5(%         A  46           [ 

f           !X8" 

ej»                 tO                                                                                           ±  ^   *s- 

A  61 

A  504\^          A  51 

to 

<N                        tO 

A  507 

*-W                                             A  505 

- 

Section 
Index 

Size, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

A     41 
A     42 
A     43 

2%  x  2% 

| 

8.5 
7.6 
6.6 

A     44 

2%  x  2% 

Bia 

5.6 

A     45 
A  502 
A  503 

2%  x  2M 
2M  x  2M 

2M  X2M 

.  1 

4.5 
3.39 
2.29 

A     46 

21A  x  2% 

Yi 

7.7 

A     47 

2H  x  2J^ 

7Aa 

6.8 

A     48 

2  i^  x  2  ]/2 

% 

5.9 

A     49 

2  %  x  2  }/% 

54  Q 

5.0 

A     50 

21A  x  2  y<i 

/4 

4.1 

A  100 

2  ^2  x  2  y2 

8io 

3.07 

A  504 

2y2  x  2y2 

H 

2.08 

A     51 

A     52 

2MX2M 

fe 

6.8 
6.1 

A     53 

2M  x2K 

H 

5.3 

A     54 

4.5 

A     55 

2M  x  2Ji 

/4 

3.62 

A   101 
A  505 

2M  X2M 

H9 

2.75 
1.86 

A     56 

2X2 

7/lo 

5.3 

A     57 

2x2 

iHi 

4.7 

A     58 

2X2 

!j/la 

3.92 

A     59 

2x2 

J4 

3.19 

A     60 

2X2 

alft 

2.44 

A  506 

2x2 

H 

1.65 

A     61 

1  M  x    ^ 

7/l« 

4.6 

A     62 

1  %  x     % 

3.99 

A     63 

1M  x     M 

%o 

3.39 

A     64 

M 

2.77 

A     65 

1  %  x     % 

8/KI 

2.12 

A  507 

1?!  x    2! 

H 

1.44 

54 


ANGLES 


EQUAL   ANGLES—  BAR    MILL   SIZES—  Concluded 

,,»                                    ,                                                                 H                                                                 Jl^?  ^ 

P              *  2          J                          :             i*        •  :                      1 

i                  ] 

17 

(*           V 

A  70 

to 

A  73 

.<  ISXfi-  *t 

r         -          -i 

r  ^~~f  —  ^      !  f  —  \  —  ^      *     !    i 

&      I  !  A  flti                        «J            A  78                         \2 

*""*       i           j                          IT              to                           r*^          "^  A  945 

A"o9                       |_   J    A85 

I 

r-'jrf,        r-wT-i 

*j&    ASI"   ^ 

A832       if       |*A5534  lf        A  513     ^    Lr'Afils'LlJ  A  515 

to 

to           i.  J_J                i_JJ    and                                         and 

i__U  A  511 

-^  A  512                                          A  514                                      A  516 

Section 
Index 

Size, 
Inches 

Thickness, 
'    Inches 

Weight  per  Foot, 
Pounds 

A    66 

ilA  x  iy* 

K 

3.35 

A    67 

1  1A.  x  1  J^ 

*r« 

2.86 

A    68 

1  K  x  1  }/<i 

K 

2.34 

A     69 

1  Yi  x  1  J^ 

%« 

1.80 

A  102 

1  J^  x  1  ^ 

K 

1.23 

*A  519 

iy2  x  IK 

%2 

0.93 

,    ,        *A  532 

IK  x  IK 

%2 

2.13 

A    70 

IK  x  IK 

%6 

2.33 

A     71 

1  i^  x  1  \£ 

K 

1.92 

A    72 

IK  x  IK 

8/ 

716 

1.48 

A    73 

IK  x  IK 

K 

1.01 

A  508 

IK  x  IK 

8Ae 

1.32 

A  509 

IK  x  IK 

K 

0.91 

A    78 

1x1 

K 

1.49 

A    79 

1x1 

8A6 

1.16 

A     80 

1x1 

H 

0.80 

A    85 

1x1 

No.  12  B.  W.  G. 

0.71 

*A945 

15/ie  x  i%6 

%2 

0.91 

A    81 

7/    x    TX 

/T.6 

1.00 

A     82 

K  x  K 

K 

0.70 

A  511 

K  x  K 

%2 

0.53 

A    83 

a/  x    3/ 

3/6 

0.84 

A     84 

M  x  K 

K 

0.59 

A  512 

M  x  M 

8/82 

0.45 

*A534 

2V32  X  2^32 

%2 

0.62 

A  513 

K  x  % 

K 

0.48 

A  514 

%  x  K 

%2 

0.37 

*A  535 

17/32  X  17/32 

%2 

0.49 

A  515 

K  x  H 

K 

0.38 

A  516 

J4  x  M 

%2 

0.29 

*  Furnished  only  by  special  arrangement. 

CARNEQIE    STEEL    COMPANY 


UNEQUAL  ANGLES— STRUCTURAL  SIZES 


A  138 

to 
A  139 


A  320 

to 
A  329 


Section 
Index 

Size, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

A  138 

8           6 

1 

44.2 

A  137 

8          6 

^ia 

41.7 

A  136 

8          6 

H 

39.1 

A  135 

8          6 

»%8 

36.5 

A  134 

8          6 

K 

33.8 

A  133 

8          6 

Hie 

31.2 

A  132 

8          6 

H 

28.5 

A  131 

8x6 

9/ie 

25.7 

A  130 

8x6 

H 

23.0 

A  139 

8x6 

m 

20.2 

A  320 

8    x3}^ 

i 

35.7 

A  321 

8    x3M 

15/ie 

33.7 

A  322 

8    x3^ 

H 

31.7 

A  323 

8x3^ 

^io 

29.6 

A  324 

8x3^ 

H 

27.5 

A  325 

8    x3^ 

Hie 

25.3 

A  326 

8x3^ 

5A 

23.2 

A  327 

8    x3J^ 

9/ie 

21.0 

A  328 

8    x3^ 

H 

18.7 

A  329 

8    X3H 

%e 

16.5 

56 


ANGLES 


UNEQUAL    ANGLES—  STRUCTURAL   SIZES—  Continued 

^____^__^ 

1  V*                                                                                            4  " 

-zyz           -H 

if                       J 

*                            ^            ! 

T*,                         J      * 

}     \                         J 

A  89 

A  150 

*A  124 

to 

to 

to 

A  168 

A  310 

*A120 

i 

a__L> 

J 

L.U 

Section                                Size, 
Index                               Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

A  150 
A  151 
A  152 

7x3^ 
7x3^ 
7x3^ 

1 

H 

32.3 
30.5 

28.7 

A  153 

7x3} 

i 

18/46 

26.8 

A  154 

7    x3J 

4 

H 

24.9 

A  155 

7    x3J 

i 

23.0 

A  156 

7    x  3} 

A 

'5A& 

21.0 

A   157 

7    x  3J 

4 

19.1 

A  158 

7    x  3j 

4 

/4 

17.0 

A   159 

7x3' 

4 

7As 

15.0 

A  310 

7      _,  o 

H 

13.0 

*A   124 

61A  x  3J 

4 

H 

20.0 

*A  123 

6J^  x  3j 

4 

•    9/16 

18.1 

*A   122 

6J-£  x  3] 

4 

16.2 

*A   121          , 

6JA  x  3j 

4 

7/18 

14.3 

*A   120         / 

6H  x  3] 

4 

H 

12.3 

A     89 

6x4 

i 

30.6 

A     91 

6x4 

if^0 

28.9 

A  160 

6x4 

%                                27.2 

A  161 

6x4 

»%e 

25.4 

A  162 

6x4 

23.6 

A   163 

6x4 

Hie 

21.8 

A   164 

6x4 

20.0 

A  165 

6x4 

9/486 

18.1 

A   166 

6x4 

Y* 

16.2 

A  167 

6x4 

7/16 

14.3 

A  168 

6x4 

12.3 

*  Furnished  only  by  special  arrangement. 

57 


CARNEGIE    STEEL    COMPANY 


UNEQUAL   ANGLES—  STRUCTURAL   SIZES—  Continued 

-     3V" 

-1 

* 

-3 

y/._.._..           ^ 

9  /2 

i             i              I                   ;                    i 

T                                        J 

J        •*'•                                          1 

p?  TK«" 

/"  |;/  a           J5/  it 
\ 

^'     '*'" 

*A  333               J 

A  178 

A  92                     "S 

to 

to 

"o                 to 

A  301 

*A330 

1 
i 

A  292 

[_L 

1_. 

J 

Section 
Index 

Size, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

A     92 
A     93 
A  169 

6    x 
6    x 
6    x 

3 

:* 
3 

H 

y* 
x 

1 

>%6 

28.9 
27.3 
25.7 

A   170 

6    x 

:3 

% 

J%6 

24.0 

A  171 

6    x 

:i 

\t 

M 

22.4 

A  172 

6    x 

3 

Hie 

20.6 

A  173 

6    x 

3 

y* 

5^ 

18.9 

A  174 

6    x 

3 

y* 

%6 

17.1 

A  175 

6    x 

:3 

y* 

V* 

15.3 

A  176 

6    x 

3 

y*, 

7A& 

13.5 

A  177 

6    x 

3 

X 

% 

11.7 

A  301 

6    x 

:$ 

5/io 

9.8 

*A  333 

5^2  X 

3 

y* 

H 

14.5 

*A  332 

5  Hi  x 

3 

X 

Vie 

12.8 

*A  331 

5%  x 

:-! 

X 

3^ 

11.0 

*A  330 

5H  x 

3 

X 

5/16 

9.3 

A  178 

5    x 

4 

K 

24.2 

A  179 

5    x 

4 

yKe 

22.7 

A  180 

5    x 

4 

21.1 

A  181 

5    x 

4 

Hie 

19.5 

A  182 

5    x 

4 

17.8 

A  183 

5    x 

4 

9ie 

16.2 

A  184 

5-   x 

4 

H 

14.5 

A  185 

5    x 

4 

VlO 

12.8 

A  186 

5    x 

i 

11.0 

A  292 

5    x 

4 

^ie 

9.3 

i 

*  Furnished  only  by  special  arrangement. 

58 


ANGLES 


UNEQUAL    ANGLES—  STRUCTURAL    SIZES—  Continued 

f  —  3^-"  1 

f 

i                            I    <                       1  "                  a 

J    f 

J%-,       t^iG            f              '                           J    *                 f              ~^|                                r 

U%        Mo        t 

j  r          a>-2 

j 

^  -) 

's 

A  187 

pys"  t5/io" 

"" 

to            ,           A  196      U. 

_ 

A  96            °            to          6 

A  204 

A  212 

A  280        j 

• 

to          % 
*A97 

to 
A  98 

i 
i 

L 

LU        L 

L 

J 

Section 
Index 

Size, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

A  187 

A   188 

5    x  3H 
5x3^ 

$1 

22.7 
21.3 

A  189 

5    x  3^2 

M° 

19.8 

A   190 

5    x3lA 

Hie 

18.3 

A   191 

5    x  3^2 

16.8 

A   192 

5    x  3  ^ 

%6 

15.2 

A   193 

5    x  31A 

1^ 

13.6 

A   194 

5    x  3  }/% 

1\Q 

12.0 

A   195 

5    x  3^ 

% 

10.4 

A     96 

5    x  31A 

G/io 

8.7 

A  196 

5x3 

»%| 

19.9 

A  197 

5x3 

18.5 

A   198 

5x3 

11^- 

17.1 

A  199 

5x3 

% 

15.7 

A  200 

5x3 

°Ao 

14.3 

A  201 

5x3 

12.8 

A  202 

5x3 

'vifi 

11.3 

A  203 

5x3 

3^ 

9.8 

A  280 

5x3 

5/16 

8.2 

*A  204 

4^  x    3 

13/10 

18.5 

*A  205 

4*A  x    3 

N 

17.3 

*A  206 

41/2  x    3 

»A« 

16.0 

*A  207 

41A  x    3 

¥ 

14.7 

*A  208 

4%  x    3 

13.3 

*A  209 

41A  x    3 

XA° 

11.9 

*A  210 

4Yz  x    3 

f10 

10.6 

*A  211 

41A  x    3 

9.1 

*A     97 

41A  x    3 

B/16 

7.7 

A  212 

4    x  31A 

^0 

18.5 

A  213 

4    x  3  J4 

17.3 

A  214 

4x3^ 

Hio 

16.0 

A  215 

4x3^ 

H 

14.7 

A  216 

4    x  31A 

13.3 

A  217 

4    x3lA 

i^ 

11.9 

A  218 

T/^« 

10.6 

A  219 

4    x3*A 

9.1 

A     98 

4     x  3H 

5/i8c 

7.7 

*  Furnished  only  by  special  arrangement. 

CARNEGIE    STEEL    COMPANY 


UNEQUAL    ANGLES—  STRUCTURAL    SIZES—  Continued 

(*~              3               IK         »54        1        1* 

{  1  '      *     1 

r  ^3  „  f.,  „  —  '^             VT 

2>64                                           I6  2H-  H 

• 

\U      A  22^              i          ' 

A   OOA                               "5^  A   f\AA 

*A  600         *7rr              v 

J\   LtLJJ                       %                           .**.    O^i^     % 

7-          to                             to 

to              A  286'        '*»^ 

A  283                      *A  640 

*A598i                %i        A  238 

] 

^_U                      to 

i-D                 'i-U            i- 

J                                          A  245 

i 

uJ 

Section 
Index 

Size,                            Thickness,                  Weight  per  Foot, 
Inches                              Inches                             Pounds 

A  220 

4x3                             la/ie                                17.1 

A  221 

4x3                              % 

16.0 

A  222 

4x3                             itfe 

14.8 

A  223 
A  224 

4x3                            % 
4x3                             »/io 

13.6 
12.4 

A  225 

4x3                              H                                   11.1 

A  226 

4x3                             Vio                                    9.8 

A  227 

4x3                              %                                    8.5 

A  228 

4x3                             s/ie                                    7.2 

A  283 

4x3                              M                                     5.8 

*A  644 

4    x  2M                            % 

12.0 

*A  643 

4    x  2  \i                           »,46 

10.9 

*A  642 

4    x  2M                            Yt 

9.8 

*A  641 

4    x  2  J4                           7/16 

8.7 

*A  640 

4    x2M                            % 

7.5 

*A  600 

4x2                              % 

7.2 

*A  601 

4x2                             6/lfl 

6.1 

*A  598 

4x2 

M                                      4.9 

A  229 

3^  x    3 

18/4o                                15.8 

A  230 

31A  x    3 

%                                  14.7 

A  231 

3H  x     3 

ii^fi 

13.6 

A  232 

3^x3 

^i 

12.5 

A  233 

sy2  x  3 

®/l  0 

11.4 

A   234 

3J4  x    3 

Yz 

10.2 

A  235 

3^x3 

T^Q 

9.1 

A  236 
A  237 

3H  x    3 
3^x3 

f 

7.9 
6.6 

A  286 

3>i  x    3 

5.4 

A  238 

3^  x  2J^ 

»tte 

12.5 

A  239 

3  1^  x  2  l^ 

11.5 

\     A  240 

31^  x  21^ 

94  6 

10.4 

A  241 

3  y%  x  2  l^ 

Y* 

9.4 

A  242 

3  5^  x  2  V4 

flo 

8.3 

A  243 

3^  x  2^ 

7.2 

A  244 

31^  x  2J^ 

5/16 

6.1 

A  245 

3MX2H 

M 

4.9 

*  Furnished  only  by  special  arrangement. 

ANGLES 


UNEQUAL   ANGLES— STRUCTURAL   SIZES— Concluded 

r — iv-i      r — 2~i      r-^-1      i-~ 1:^1 


r 


I 

r  ,  „  * 

r^?^  r 

"^^ 

0  \  „  ' 

i 

&16 

fix"   '^^ 

V"  % 

y\l 

i 

*A  602   %* 

*A246    *> 

% 

CO 

to       « 

to        « 

*A  263  ^ 

*tA  604 

1 

1 

*A632 

*A  251 

1 

1 

L 

i 
)                   ±- 

r- 

L_L 

h    -2^ic-  -i      h-     2%-  -i      r  -  2^    -i       r    j-  i 

)        1 

ij 

x^  u  t8  „  —  ' 

/^   l^//   ^ 

VMo* 

->A"  '  Mo" 

16         16 

Ko      : 

*A  481       "7 

*A  480       « 

A  252 

to              M 

A  258 
to 

i 

i 

tA605 

tA606 

*    -^ 

L 

—  j 

;    L 

L_ 

1 

Section 
Index 

Size, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

*A  602 

3H  x     2 

M 

6.6 

*A  603 

3^x2 

5A« 

5.6     . 

*A  632 

33^  x    2 

M 

4.5 

*A  246 

3M  x    2 

9/10 

9.0 

*A  247 

3M  x    2 

% 

8.1 

*A  248 

3w  x    2 

7/10 

7.2 

*A  249 

3  74  x    2 

6.3 

*A  250 

3  %  x    2 

%a 

5.3 

*A  251 

3M  x    2 

M 

4.3 

*A  263 

3M  x  l^s 

^ 

5.8 

*fA  604 

3%  x  1^ 

.      %o 

2.99 

*A  481 

3      X  218/16 

»/io 

10.1 

*A  480 

3      X211/1,; 

9la 

9.8 

A  252 

3    x  2H 

9/1c 

9.5 

A  253 

3x2^ 

8.5 

A  254 

3x2^ 

Vi2c, 

7.6 

A  255 

3x2^ 

6.6 

A  256 

3    x  2  7^ 

%0 

5.6 

A  257 

3    x  2^ 

M 

4.5 

fA  605 

3    x  2^2 

S/16 

3.39 

A  258 

3x2 

H 

7.7 

A  259 

3x2 

7/l« 

6.8 

A  260 

3x2 

5.9 

A  261 

3x2 

^Ifl 

5.0 

A  262                           3x2 

/4 

4.1 

fA  606                           3x2 

3/16 

3.07 

*  Furnished  only  by  special  arrangement. 
f  Bar  mill  sizes. 


61 


CARNEGIE    STEEL    COMPANY 


UNEQUAL   ANGLES—  BAR    MILL   SIZES 

I* 

T 

i 

1/4                                                                   i  /2              ~1 

11                                               1                      1 

>       T 

J         T                            ^ 

^~~  "^k 

1 

i 

10                                |                                /10 

1 

1 

I 

1 

% 

V| 

A  264 

%  i 

A  650                    ^          A  610 

M 

to 

f 

to                        M             to 

A  523 

i 

1 

A  609                                A  612 

1 

! 

1 

L- 

L_ 

J 

1_1J 

1    4^                 »j 

i           i, 

J 

r                  j 

% 

i 

*A637 

"i:       A  270 

* 

and 

to 

N 

*A613 

1          A  275 

1 

i 

i 
i 

- 

J 

L\J 

Section 
Index 

Size, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

A  264 

2H  x    2 

1A 

6.8 

A  265 

2Y2  x    2 

74  fl 

6.1 

A  266 

2J^  x    2 

y^ 

5.3 

A  267 

2^  x    2 

t40 

4.5 

A  268 

2^x2 

1^ 

3.62 

A  269 

2^  x    2 

^ie 

2.75 

A  523 

2J-3  x    2 

H 

1.86 

• 

A  650 

2  H  x  1  & 

5/16 

4.2 

A  608 

X 

3.40 

A  609 

2%  x  1% 

fa 

2.59 

A  610 

2^  x  \Yt 

5/4e 

3.92 

A  611 

\/ 

3.19 

A  612 

%1A  x  1H 

Ha 

2.44 

*A  637 

2  ^  X  1  % 

H« 

2.28 

*A  613 

2%  x  13^ 

1.91 

A  270 

2^  x  j_^ 

H 

5.6 

A  271 

2  M  x  1  ^ 

7/ie 

5.0 

A  272 

2  M  x  1  H 

4.4 

A  273 

^ie 

3.66 

A  274 

2  14  x  1  \^ 

M 

2.98 

A  275 

'  iy±  x  IK 

8/16 

2.28 

*  Furnished  only  by  special  arrangement. 

02 


ANGLES 


UNEQUAL   ANGLES—  BAR    MILL   SIZES—  Continued 

K  1^2  H            H  1%  -*!             I4"          lM~"~^!             !*"        "1"        *" 
I               I                          11                          II.                         t—  J 

T       .,-  ,       —  *      A 

)         _—  -^         (  —  ^J 

W                                               '3/16 

A  631 
to 
A  525 

A  289          ,            A  646 
w              to              N             and 
A  277                       A  645 

*A  538 

7        *A  661 

1 

i 
I 

^       \7* 

+ 

k        A  690 
to 
A  660 

5               >6" 
i 

*;k      A  618 

7           to 
A  620 

i 
i 

A.JJ 

Section 
Index 

Size, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

A  631 
A  614 
A  615 
A  616 
A  525 

2x1^ 

2  l\y* 
2  x  i  y2 

2x1^ 

y* 

3.99 
3.39 
2.77 
2.12 
1.44 

A  289 
A  290 
A  276 
A  277 

2x1^ 

2  x  iys 
2  x  iy8 

2    x  1H 

$ 
x5 

8/16 

3.83 
3.26 
2.66 
2.04 

A  646 
A  645 

2    x  IX 
2    x  IX 

& 

2.55 
1.96 

*A  538 

2x1 

3/10 

1.80 

A  618 
A  619 
A  620 

ISIiS 

s 

2.34 
1.80 
1.23 

A  690 
A  621 
A  622 
A  660 

Sill 

x6 

2.73 
2.24 
1.72 
1.17 

*A  661 

IK*  ys 

y* 

1.07 

*  Furnished  only  by  special  arrangement. 

03 


CARNEGIE    STEEL    COMPANY 


U? 
V 

JEQUAL 

ANGLES—  BAI 

*,             ,,  —  1-1... 

I    MILL   SIZES—  Concluded 

. 

,«  —  -•  '/8  »| 

and 
A  626 

30^       *A  533 

V          3.              *#        A  278 
A  279 

A  670 
to 
A  624 

A  960    ^       *A  529  J 

*A940^?       *A4 

•L-JJ              i—  • 

^_j%*...s          .*-yg~n            *-v£->.              .*-44"».             *%** 

- 

-p!±^    *"'[rw?      FT? 

4g.13  ,  -"hy.   ,|:ra. 

X.  

A8627V,         A  629^ 
and                  and 
J  A  628     -U  A  630    UJ 

A  p;9fi  SN        A  "Q^O  *•»•»'*  A  955 

Xi.  ObO     ^"             j     -ii-  i/OU 

Section 
Index 

Size, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

A  670 
A  623 
A  624 

IS  ill 

# 

2.59 
2.13 
1.64 

*A  633 

\Yt  x    1 

y32 

1.70 

A  278 
A  281 
A  279 

1£6    x     1. 
1H    x     1 

1 

1.81 
1.40 
0.96 

A  625 
A  626 

iH  x  \ 

K6 

1.32 
0.91 

A  960 

11A     *       7/8 

H 

0.85 

*A  529 

1M  x    M 

%2 

0.98 

*A  940 

1}%4X       M 

B/32 

0.96 

*A  430 

Uiex     i%e 

%6 

1.08 

*A  533 

1^6    X       2y32 

5/82 

0.83 

A  627 
A  628 

1      x     M 
1      x     % 

5c 

1.00 
0.70 

A  629 
A  630 

1     x    -Hi 
1      x     % 

3K 

0.92 
0.64 

A  526 

-%    x     J^ 

No.  13  B.  W.  G. 

0.42 

A  950 

}%6X       ^ 

%2 

0.62 

*A  955 

%e    x     % 

Me 

0.16 

*  Furnished  only  by  special  arrangement. 

64 


ANGLES 


SQUARE   ROOT  ANGLES— STRUCTURAL   SIZES 


*A350 

to 
*A356 


*A357 

to 
*A382 


ill 


V 

*A364 

to 
*A370 


Section 
Index 

Size, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

*A  350 

4x4 

M 

18.5 

*A  351 

4x4 

»/4e 

17.1 

*A  352 

4x4 

5A 

15.7 

*A  353 

4x4 

%6 

14.3 

*A  354 

4x4 

K 

12.8 

*A  355 

4x4 

%* 

11.3 

*A  356 

4x4 

SA 

9.8 

*A  357 

3^x3^ 

H 

16.0 

*A  358 

3^x3^ 

W* 

14.8 

*A  359 

3^x3^ 

% 

13.6 

*A  360 

3^x3^ 

%6 

12.4 

*A  361 

3^x3^ 

H 

11.1 

*A  362 

3Kx3H 

7/ie 

9.8 

*A  363 

3^x3^ 

K 

8.5 

*A  382 

3^x3J^ 

%6 

7.2 

*A  364 

3x3 

« 

11.5 

*A  365 

3x3 

%0 

10.4 

*A  366 

3x3 

Yz 

9.4 

*A  367 

3x3 

Tie 

8.3 

*A  368 

3x3 

H 

7.2 

*A  369 

3x3 

5/i6 

6.1 

*A  370 

3x3 

M 

4.9 

*  Furnished  only  by  special  arrangement. 


65 


CARNEQIE    STEEL    COMPANY 


SQUARE   ROOT   ANGLES—  BAR    MILL   SIZES 

j.                  •    i                                         4                    i 

]                                               1                                                             1 

'  1  '  rf 

\          *A  371 
"£»                 to 
*A380 

V 

V          *A  375 

N                                tO 

*A379 

1         ^i-     , 

1- 

iJJ     r~ 

i 
i 

i 
i 
i 
i 

i_L 

*A383 
to 
*A387 

1 

to 

1_L 

Section 
Index 

Size, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

*A  371 
*A  372 
*A  373 
*A  374 
*A  380 

*A  375 

*A  376 
*A  377 

*A  378 
*A  379 

*A  383 

*A  384 
*A  385 
*A  386 
*A  387 

*A  388 
*A  389 
*A  390 
*A  391 
*A  521 

2*1  x  2% 
2%  x  2% 
2M  x  2M 
2M  x  2% 

2jJ  x  2Y2 

22*22 

2x2 
2x2 
2x2 
2x2 
2x2 

M8 

i 

M1 

Tie 

%6 

8.5 
7.6 
6.6 
5.6 
4.5 

7.7 
6.8 
5.9 
5.0 
4.1 

6.8 
6.1 
5.3 
4.5 
3.62 

5.3 
4.7 
i     3.92 
3.19 
2.44 

*  Furnished  only  by  special  arrangement. 

66 


ANGLES 


SQUARE  ROOT  ANGLES—  BAR  MILL  SIZES—  Concluded 

r<    —  --  \>A            * 

J  +  -l°/ic-- 

w 

i             ' 

_»j 

.      llxi*          . 

xr         *A392 

v               r 

to 

f                 1 

*A  520 

*A404      *'                                         ^ 

7 

*A396 

1                              \,s» 

i_  .-  — 

to       »< 

i_J  — 

*A  399      i         *A  400 

to 
*A403 

p-      i1*"    -»i 

r  r               10                  .  3//_^ 

[  1  —  S?      T 

—  J         f     .  —  —j^-r         •*—{  — 

tff        *A  406 

^•A4/09          ^      *A412        ^     1  ,  >s 

to 
J  *A  408 

to                         and                      A  414 

*A  411           ^-^  *A  413         1—  ^  *  and 

Section 
Index 

Size, 
Inches 

Thickness,                   Weight  per  Foot, 
Inches                             Pounds 

*A  S92 

IX  x  1% 

7/i« 

4.6 

*A  393 

1  %  x  1  M 

H 

3.99 

*A  394 

1  %  x  1  % 

3.39 

*A  395 

1%  x  1% 

M 

2.77 

*A  520 

1%  x  \y± 

%o 

2.12 

*A  404 

l%oxl%o 

M 

2.44 

*A  396 

\\^K\y2 

3^ 

3.35 

*A  397 

lYz*     1A 

%0 

2.86 

*A  398 

1  /^  X       ]/2 

lx/ 

2.34 

*A  399 

11A  x    Y2 

%« 

1.80 

*A  400 

1M  x    y± 

•     5/ic 

2.33 

*A  401 

1  M  x    J4 

\/ 

1.92 

*A  402 

J   lx/    x         J4 

8ie 

1.48 

*A  403 

1M  x    M 

s 

1.01 

*A  406 

1J^  x     Ji 

M 

1.70 

*A  407 

3/16 

1.32 

*A  408 

1^  x     H 

0.91 

*A  409 

1x1 

y 

1.49 

*A  410 
*A  411 

1      X      1 

1x1 

f 

1.16 
0.80 

*A  412 

y%  x  % 

3Ae 

1.00 

*A  413 

Jix     % 

H 

0.70 

*A  414 

M  x    M 

8/16 

0.84 

*A  415 

/4x    M 

0.59 

*  Furnished  only  by  special  arrangement. 

67 


CARNEGIE    STEEL    COMPANY 


ROUND   BACK   ANGLES 


-  ---  H 


t 
CO 

/ 

*$A  701 

to 

*J  A  704 

L 

-Jl" 

*{A  712 
to 


J 

M"    T>io" 

C! 

*t  A  720 

1 

and 

*_. 

*t  A  721 

t  A  910 


Section 
Index 

Size, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

*JA  701 
*JA  702 
*JA  703 

*:  A  700 

*JA  704 

3jJ  x3K 

%6 

11.3 
10.2 
9.0 
7.8 
6.6 

*±A  712 

*|A  711 
*|A  710 

Ilii 

1 

7.2 
6.1 
4.9 

*fA  720 
*fA  721 

ISxI^ 

& 

3.48 
2.66 

*fA  730 

2x2 

S/16 

2.34 

*fA  740 

IMxlM 

9k 

2.02 

*fA  750 

l^x  15i 

S/16 

1.86 

*tA  910 

MX     M 

%* 

0.48 

*  Furnished  only  by  special  arrangement. 
t  Bar  mill  sizes. 
I  Structural  sizes. 


68 


ANGLES 


MISCELLANEOUS    ANGLES— BAR    MILL    SIZES 

PROTECTION  STRIP  ANGLE  OBTUSE  ANGLE 


*A770 


%  ! 


10  *A680 


TIRE  LUG  ANGLE 


*A890 


TRACK  ANGLES 

<~lfl6— : 


*A900 


SASH  ANGLES 


r5/&j*J 

fini 


A  528 


%2-J  I- 


TAPER  ANGLE 

-i4?-    -A  800 


REACH  ANGLE 

*A820 


Section 
Index 

Size, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

*A   770 
*A  680 
*A  890 
*A  900 
*A  920 
*A  537 
*A  528 
*A  800 
*A  820 

2^    x  \% 
l%e  x  13/16 

1^8      X       K 

1  Vie  x    i%6 

IHo  X     1%6 

2M    x    IJi 

1A     X      %6 

14%4X    Via 
7A   x    ^ 

% 

K,  %e 
%* 

8/32,   %* 

See  Cut 
H 

1.44 
1.40 
1.07 
0.90 
0.91 
2.03 
0.22 
0.90 
0.44 

*  Furnished  only  by  special  arrangement. 


CARNEGIE    STEEL    COMPANY 


EQUAL   TEES— STRUCTURAL   SIZES 


-61/2- 


L 

0.4 

r/' 

0.55*                       J 

*> 

i 

T40 

« 

> 

. 

rt     A     * 

J     .0.45' 


*#- 


Section 
Index 

Size,  Inches 

Thickness,  Inches 

Weight 
per  Foot, 
Pounds 

Flange 

Stem 

Flange 

Stem 

T  40 

6X 

6^ 

0.40  to  0.55 

0.45 

19.8 

T  46 

4 

4 

5A  to  Hie 

i    to  iys 

21.1 

T     1 

4 

4 

M  to  %6 

V*  to  %e 

13.5 

T     2 

4 

4 

^g  to%e 

^  toTio 

10.5 

70 


TEES 


EQUAL  TEES—  STRUCTURAL  SIZES—  Concluded 


. 


T4 


T6 


1    T 


T8 


Section 
Index 

Size,  Inches 

Thickness,  Inches 

per  Foot, 
Pounds 

Flange 

Stem 

Flange 

Stem 

T     3 

3H 

3y2 

Yz  to%o 

1A  to%0 

11.7 

T     4 

3^ 

ZY* 

M  to  Tic 

H  to  Tie 

9.2 

T     6 

3 

3 

H  to  %6 

J^    tO»/16 

9.9 

T     7 

3 

3 

Tie  to  3^ 

Tie  to  ^ 

8.9 

T     8 

3 

3 

%  to%6 

M  to  %o 

7.8 

T     9 

o 

3 

5/io  to  % 

r>ie  to  M 

6.7 

71 


CARNEGIE    STEEL    COMPANY 


EQUAL    TEES—  BAR    MILL    SIZES 


H 2^ 


Section 
Index 

UliC,   J.JJUUCO 

j.UJl,n.utc»,  xuvuco 

II   V    li-,11  U 

per  Foot, 
Pounds 

Flange                Stem 

Flange 

Stem 

T   10 

2^ 

2^ 

%  to  %e 

K  to  %e 

6.4 

T   11 

2M 

2>£ 

5/ie  to  % 

%6  tO   ^ 

5.5 

*T  23 

2^ 

2J^ 

0.245  to  0.255 

0.228  to  0.267 

4.1 

T   12 

2M 

2M 

5/ie  to  % 

%6  t»o  ^^             4.9 

T   13 

2M 

2M 

M  to%6 

M  to  %o 

4.1 

T  14 

2 

2 

5/ie  to  ys 

%e  to  % 

4.3 

T  15 

2 

2 

%    tO  5^(5 

M  to  5/16 

3.56 

*  Furnished  only  by  special  arrangement. 


72 


TEES 


EQUAL   TEES— BAR    MILL   SIZES— Continued 


-\*/r 


L_ *'*  Vl     I 


T  16 


•4 


§  T  514 


tf 


--^F^^ 

-,*T 


T17 


T18 


Section 
Index 

Size,  Inches 

Thickness,  Inches 

Weight 
per  Foot, 
Pounds 

Flange 

Stem 

Flange 

Stem 

T      16 

IX 

\H 

X  to  KG 

M  to  %0 

3.09 

§T  514 

1% 

iK 

M  to  M 

1A 

2.90 

§T  500 

1M 

IH 

3/10  tO  3/16 

3/16 

2.26 

T      17 

m 

11A 

M  to%2 

M  to  %2 

2.47 

§T  513 

11A 

^A 

K  to  M 

M 

2.43 

T     18 

t% 

I'H 

%0  tO  %a 

3/16  tO  7/32 

1.94 

§T  512 

11A 

i% 

3/io  to  3/10 

%6 

1.90 

§  Rolled  approximately  to  one  degree  taper  each  side  of  stem. 


73 


CARNEGIE    STEEL    COMPANY 


EQUAL   TEES— BAR    MILL    SIZES— Continued 


§  T  511 


r 


T20 


§  T  510      %^ 


§T501 


He 

§T502 


E 
. 


^r 

§T503 


Section 
Index 

Size,  Inches 

Thickness,  Inches 

Weight 
per  Foot, 
Pounds 

Flange 

Stem 

Flange 

Stem 

T      19 

1M 

1M 

M  to  %a 

M  to  %2 

2.02 

§T  511 

1M 

1M 

X  to  M 

M 

1.98 

T     20 

1M 

1M 

%6  tO  %2 

%6  tO  %3 

1.59 

§T  510 

1J€ 

IM 

%o  to  %c 

9U 

1.55 

§T  501 

1M 

1M 

K  to  K 

N 

1.09 

§T  502 

IK 

IK 

%e  to  %6 

3Ao 

1.37 

§T  503 

1« 

IK 

K  to  K 

K 

0.97 

§  Rolled  approximately  to  one  degree  taper  each  side  of  stem. 


74 


TEES 


EQUAL   TEES— BAR    MILL   SIZES— Concluded 


Section 
Index 

Size,  Inches 

Thickness,  Inches 

Weight 
per  Foot, 
Pounds 

Flange 

Stem 

Flange 

Stem 

§T  504 

1 

1 

M  to  M 

M 

1.53 

T     21 

1 

1 

%e  to  %2 

8/io  to  %2 

1.25 

§T  515 

1 

1 

8/io  to  «Ac 

3/16 

1.20 

T     22 

1 

1 

ys  to  %2 

H    tO  %3 

0.89 

§T  516 

1 

1 

H  to  ys 

H 

0.85 

*§T  526 

1 

1 

ys  to  H 

X 

0.83 

§T  505 

H 

% 

H  to  H 

IA 

0.73 

§T  506 

H 

ZA 

^  to  M 

ys 

0.61 

*T  518 

4%4 

4%4 

%2  tO    J^ 

%2  to  ys 

0.51 

§T  507 

K 

M 

K  to  H 

X 

0.50 

T  509 

M 

y* 

H  to  H 

%2  tO  %2 

0.34 

*  Furnished  only  by  special  arrangement. 

§  Rolled  approximately  to  one  degree  taper  each  side  of  stem. 


75 


CARNEGIE    STEEL    COMPANY 


UNEQUAL   TEES—  STRUCTURAL   SIZES 


L.% 


T52 


Section 
Index 

Size,  Inches 

Thickness,  Inches 

Weight 
per  Foot, 
Pounds 

Flange 

Stem 

Flange 

Stem  ' 

*T     96 

6 

5M 

1       to  1 

IM  to  iy8 

39.4 

*T     49 

5 

4M 

M    tO  25/32 

H  to    K 

24.1 

|T     50 

5 

3 

H  to  %a 

^-^is  to   -Hs 

11.5 

JT     51 

5 

2^ 

f-6  to  Tie 

Vie    to    2%o 

10.9 

T     52 

4M 

3^2 

%6  tO  %6 

%  to  % 

15.7 

*T     48 

4K 

31A 

!%2tO  L9/32 

23/32    tO     2%2 

15.4 

*  Furnished  only  by  special  arrangement. 

fT50  can  be  rolled  with  flange  V2"  to  s/ie",  and  stem  3^i";  weight  13.6  Ibs.  per  foot. 

j  T  51  can  be  rolled  with  flange  y2"  to  %&" ',  and  stem  2%";  weight  13.0  Ibs.  per  foot. 

76 


TEES 


UNEQUAL    TEES—  STRUCTURAL   SIZES—  Continued 


i U 


T53 


re 4 


T57 


T58 


Section 
Index 

Size,  Inches 

Thickness,  Inches 

Weight 
per  Foot, 
Pounds 

Flange 

Stem 

Flange 

Stem 

T  54 
T  53 
T  56 
T  55 
T  57 
T  58 

4j| 

4 
4 

3 
3 

5 
5 

3/8    tO  7/10 

5/lo  to  y% 
iHs  to  7/i« 
5Ao  to  % 
M   to  s/la 
^i  to  %o 

M  to  'Ae 
%o  to  ^ 
^  toVio 
5/io  to  J| 

^  to  fio 

9.8 
8.4 
9.2 
7.8 
15.3 
11.9 

77 


CARNEGIE    STEEL    COMPANY 


UNEQUAL   TEES—  STRUCTURAL   SIZES—  Continued 


Section 
Index 

Size,  Inches 

Thickness,  Inches 

Weight 
per  Foot, 
Pounds 

Flange 

Stem 

Flange 

Stem 

T  59 

4 

4H 

H  to%6 

Vi  to  «/ie 

14.4 

T  60 

4 

4^i 

^  to  Vie 

%  to  Vie 

11.2 

T  61 

4 

3 

%  to  Vie 

9.2 

T  44 

4 

3              i    -Vie  to  ys 

5/ie  to  % 

7.8 

T  62 

4. 

2  H              ^  to  Vie 

s/s  to  Vie 

8.5 

T  63 

4 

2^          1    %eto  ^ 

5Ae  to  ^ 

7.2 

T  64 

4 

^  to  Vie    |           7.8 

T  65 

4 

2           r  %e  to  H 

5/i<j  to  H     I          6.7 

7S 


TEES 


UNEQUAL   TEES— STRUCTURAL   SIZES— Continued 


K 3k -H 

i    : i_i 

f\i     j  ^ 

r*-  -^2* ~f 


!•    ' 


T66 


!" 3^--, 

I * '    *<   o    ' 1"*^ 

*  Ac       J  ^ 

•*%$t'' 


T67 


'J'a 


L 


s^ 4,     K- 3^' *,>;    k 3XT -, 

"        I      I  t  •T*^2  I*?      I  t  T^5°  I      _. 

T 


4-, 

9/" 
-16 

Pr***-^ 

^y* 

it^ 

io 

^V 

N. 

1 

r-r-^ 

^3/s 

vi 

v  1 

CO 

T69 

T70 

3 

T71 

I 

1 

i 
i 

i  

—  > 

\" 

t  

••'-: 

> 

;  
-* 

;; 

| 

"*!  j.      i* 

i  i       i 

i 

4^ 

% 

Sr1^-  ^ 

•—  _•> 
J/'' 

%T^  U 

-~x? 

1C 

J^J 

i 

i 

i 

T72 

T73 

T74 

m 

i  

y 

'.  

1  

Section 
Index 

Size,  Inches 

Thickness,  Inches 

Weight 
per  Foot, 
Pounds 

Flange 

Stem 

Flange 

Stem     . 

T  66 

3^ 

4 

1A  to  9/10 

H    tO  »/lo 

12.6 

T  67 

3H 

4 

H  to  7io 

%  to  T/ie 

9.8 

T  69 

3J^ 

3 

H  to»Ao 

^    tO  %6 

10.8 

T  70 

3M 

3 

H  to  Tie 

M  to%6 

8.5 

T  71 

3^ 

3 

5/ie  to  ys 

N 

7.5 

T  72 

3 

4 

1A    tO  9/16 

3^  to  »/46 

11.7 

T  73 

3 

4 

7Ae  to  ^ 

%«  to  H 

10.5 

T  74 

3 

4 

M  to  Tic 

H  to  %a 

9.2 

CARNEGIE    STEEL    COMPANY 


UNEQUAL   TEES— STRUCTURAL   SIZES— Concluded 


Section 
Index 

Size,  Inches                            Thickness,  Inches 

Weight 
per  Foot, 
Pounds 

Flange                 Stem 

Flange 

Stem 

T  75 

3 

3^ 

y2  to  %a    i     H  to  %0 

10.8 

T  76 

3 

3>£ 

%6  tO  ^ 

7Ae  to  J^ 

9.7 

T  77 

3 

3Mi 

H  to  %6 

H  to  T/io 

8.5 

T  78 

3 

2J^ 

M  toTA« 

%  to  %e 

7.1 

T  79 

O 

2>i 

5Ae  tov^ 

%e  to  % 

6.1 

*tT  80 

2M 

2 

%6  tO  !%2 

2%2   tO  2%2 

7.2 

T  82 

2H 

3 

%    tO  7/16 

M  to  yie 

7.1 

T  83 

2K 

3 

5Ae  to  Ji 

%e  to  YS 

6.1 

*  Furnished  only  by  special  arrangement. 
t  Bar  mill  size. 

80 


TEES 


UNEQUAL   TEES—  BAR    MILL   SIZES 


------  iv—    -- 


Section 
Index 

Size,  Inches 

Thickness,  Inches 

Weight 
per  Foot, 
Pounds 

Flange 

Stem 

Flange 

Stem 

*T     84 

2^ 

2M 

N  to  %e 

iNi  to  Vie 

6.7 

*T     85 

23^ 

2M 

%6  tO    ^ 

5/i«  to  y8 

5.8 

*T  600 

23^- 

1  -%-2 

M  to  ]%i 

%    tO  ]%4 

3.48 

*T  601 

2^ 

12%2 

3Ae  to  %_ 

3/10  tO  J3/64 

2.74 

T     86 

2,^2 

1M 

3/io  to  %2 

8/l(J  tO  5/16 

2.87 

*T  524 

2%6 

IHia 

%2  tO  %2 

H  to  %6 

1.90 

T     87    * 

2 

1H 

J€  to?ie 

M  to  -Vie 

3.09 

*  Furnished  only  by  special  arrangement. 


81 


CARNEGIE    STEEL    COMPANY 


UNEQUAL    TEES— BAR    MILL    SIZES— Concluded 


r — ] 


§  T  528 


Section 
Index 

Size,  Inches                            Thickness,  Inches 

Weight 
per  Foot, 
Pounds 

1       Flange 

Stem 

Flange 

Stem 

§*T  523 

23/ia 

% 

%a 

%a                    2.68 

*T  525 

H 

H    tO  %4 

H  to    %j 

1.10 

*T  519 

1  V<> 

2 

%6  tO    M 

%%  to  K 

2.45 

T  605 
*T  603 

1H 
IH 

H  to  %a 
No.9,B.W.G. 

y%  to  %•> 

^g  to  No.  7 

1.25 
0.88 

*T  521 

i 

r£ 

3/1  « 

0.84 

*T  522 

§*T  528 

M                            %8 

1                  See  Cut 

H 

0.81 
0.72 

*T  517 

%                   -Yio            See  Cut 

%2                    0.23 

*  Furnished  only  by  special  arrangement. 

§  Rolled  approximately  to  one  degree  taper  each  side  of  stem. 


82 


TEES 

MISCELLANEOUS   TEES— STRUCTURAL   SIZES 
SCRAPER  TIRE  TEES 

^ /»^  v 

f*~  -Q "        "1 


-6-"- 


ffgS      t 

l-i-J' 


*T99 


CRANE  RAIL  TEE 


ELEVATOR  TEES 


Section 
Index 

Size,  Inches                            Thickness,  Inches 

Weight 
per  Foot, 
Pounds 

Flange 

Stem                Flange                Stem 

*T     99 
*T     98 
*T    162 
*T   160 
*T   161 

6 
6 

5 

2,1A 
21A 
5Vio 
3i%2 

See  Cut 

5/i« 
Ww  to  1 
14  to  % 
•Yio  to    %e 

7/lo  to  ^g 

5/16    tO    % 

See  Cut 
See  Cut 
See  Cut 

12.6 
9.0 
31.6 
16.3 
9.0 

Furnished  only  by  special  arrangement. 


S3 


CARNEGIE    STEEL    COMPANY 


MISCELLANEOUS  TEES— STRUCTURAL  SIZES 
HAND  RAIL  TEE 

*T  154 
,, .4y2i'_ ^ 


CAR  TRUCK  TEE 

*T  156 
4" . 


CONDUCTOR  RAIL  TEES 


*T  157 


'T  158 


Section 
Index 

Size,  Inches 

Thickness,  Inches 

Weight 
per  Foot, 
Pounds 

Flange 

Stem 

Flange 

Stem 

*T  154 

4^ 

m 

See  cut 

Vi  to  %„ 

7.0 

*T156 

4 

3 

See  cut          M  to  J^ 

11.3 

*T  157 

3J^ 

2/4 

See  cut         •%«  to  ^lc 

7.3 

*T  158 

3 

2M 

See  cut 

5Ae  to  7A& 

7.0 

Furnished  only  by  special  arrangement. 


S4 


TEES 


MISCELLANEOUS  TEES—  BAR  MILL  SIZES 
SASH  TEES 

!                                               i  °!             !                                               i  °* 

'        !             ix)"  >                    '                 t           T         ('•'"•                     J 

i                                                                   i 

*T534                            f 

i                                                              i 

i                                                              i 

1                                                              * 

*T  529 

r     8^r   'A  r    ;s  r?  r    ^?  i  ^  i 

^T  533  ^      §^T  532 

i_._ 

y  f          T         ^            *        *                 |  j      T       J         £{ 

*T  530                *T  101 

".HM;;       Lr 

PLOW   TEE 

*T  100    ^ 

•                    2                 1 

*v«                        1                            " 

\ 

i. 

*T527 

I    tQ.228" 

2S&T 

Action                                Size'  Inches 

Thickness,  Inches                   Weight 
per  Foot, 

.  Index                     Fiange                 Stem 

Flange                 Stem                Pounds 

*T  534                    2%                    l»Mi4 
*T  529                    2^                    l:iV«4 
*T530                    1%                    12%4 
*T  101                    1                        2 
*T  100                    1                        2 
*T  533                       %                   1%4 
§*T  532                      13/ie                 1  % 
*T    90                   2^                    12%2 
*T  527                   IVio                  19A6 

%2  to  8/46 
3/4e  to   M 

^     tO     S/\_Q 

See  Cut 
i     See  Cut 
See  Cut 
M  to  i%4 

7/i6  to  Yz              3.45 
M  to  %«             2.60 
%a  to  8/10             1.45 
8/1  «                   1.88 

ys            1.32 

H  to  %2            0.83 
8/4«                   1-55 
M  to  17/64          4.5 
0.228                2.00 

*  Furnished  only  by  special  arrangement. 
§  Rolled  approximately  to  one  degreo  taper  each  side  of  stem. 

85 


CARNEGIE    STEEL    COMPANY 


ZEES—  STRUCTURAL   SIZES 

1                                                    I                                                  ! 

V 

i             y 

f* 

J 

\ 

J 

J 

<"—  2%-'-  - 

Z  3 

I               y 

•^6                  ^ 

Z  2                » 

Z  1 

r 

r                 ; 

I      J          .,         i    i      ]         „          j     i      7 

i                                \ 

•f 

1 

j  »            • 
1               J 

n  f 

J 

~ia 

J 

Z  6 

j-               > 

--2%'-—  - 

Z  5 

i 

—  2%  ' 

Z  4 

r 

r 

r                : 

Section 
Index 

Size,  Inches 

Thickness, 
Inches 

Weight 
per  Foot, 
Pounds 

Flange 

Web 

Flange 

Z  3 
Z  2 
Z   1 
Z  6 
Z  5 
Z  4 

3»A8o 
3%o 

3M° 
3%6 

6 

6Vl6 

6 
5Ha 

O 

5 
5  10 

3^ 
3»Ao 

3  A" 

35/ie 

3M 
|H 

i 

rfe 

7A2c 
N 

9Ae 

5Ao 

34.6 
32.0 
29.4 

28.1 
25.4 

22.8 

21.1 
18.4 
15.7 

28.4 
26.0 
23.7 

22.6 
20.2 
17.9 

16.4 
14.0 
11.6 

ZEES 


ZEES—  STRUCTURAL   SIZES—  Concluded 

.         J  „,    ,        .     ...                          1.                  ,—  -                    —1  T 

'•" 

I                _> 

J 

"•5/i6"  ^ 

,u 

?  «i 

^/i6"  ^ 

%' 

Z  9 

X 

I 

Z8 

Z7 

r 

r              -•• 

t           i    „ 

t 



-H 

"o5 

J 

i 

f^%K 

/* 

j 
?, 

^"z  ^  i 

-%"  Zll^ 

1                   V 

r* 

'    Z  10 

'    1 

/^            i 

-2"/16- 

2"/16~ 

-w~ 

Section 
Index 

Size,  Inches 

Thickness, 
Inches 

Weight 
per  Foot, 
Pounds 

Flange 

Web 

Flange 

Z     9 
Z    8 

Z     7 

Z  12 
Z   11 
Z  10 

33/io 
3  Me 

3  Me 

2% 
2'M« 

2  Hie 

4  Me 
4 

4  Me 
4 

4  Me 
4 

3Me 
3 

3  Me 
3 

3  Me 
3 

33,10 
3  Me 

3  Me 

2M 
2« 

Hie 

H 

9/ie 
M'e 

N 

He 

Me 

H 

23.0 
20.9 
18.9 

18.0 
15.9 
13.8 

12.5 
10.3 

8.2 

i4.a 

12.6 

11.5 
9.8 

8.5 
6.7 

87 


CARNEGIE    STEEL    COMPANY 


MISCELLANEOUS   ZEES— STRUCTURAL   SIZES 


2%--— 


Z13 


*Z15 


Section 
Index 

Size,  Inches 

Thickness, 
Inches 

Weight 
per  Foot, 
Pounds 

Flange 

Web 

Flange 

*Z  13 
*Z  14 

3 

6 

3 

H 
H 

14.5 
9.2 

*Z  15 

1H 

35^ 

2%e 

H 

8.6 

*Z  16 

1% 

3M 

1« 

M 

4.8 

*  Furnished  only  by  special  arrangement. 


88 


ZEES 


MISCELLANEOUS   ZEES—  BAR    MILL   SIZES 


'< 2V6 > 


Z510 


*Z  501 


Section 
Index 

Size,  Inches 

Thickness, 
Inches 

Weight 
per  Foot, 
Pounds 

Flange 

Web 

Flange 

*Z     19 

ik 

1M 

2K 

7/X32 

3.49 

*Z  540 

1M 

1M 

1M 

8A& 

2.79 

*Z  510 

12%2 

13^ 

%6 

2.53 

*Z  501 

1%2 

1/-3 

1%2 

H.  %2,  H 

1.65 

*Z  530 

13Ae 

IK 

1%. 

H.  %2-  H 

1.85 

*  Furnished  only  by  special  arrangement. 


CARNEGIE    STEEL    COMPANY 


MISCELLANEOUS   ZEES— BAR    MILL   SIZES— Concluded 


*Z  520        F 


V     .* 


-Z521 


^Z  512 


%    a    rq 

irajg3 

3*~£f-J  R 


Section 
Index 

Size,  Inches 

Thickness, 
Inches 

Weight 
per  Foot, 
Pounds 

Flange 

Web 

Flange 

*Z  523 

IH 

2 

i« 

X 

3.75 

*Z  520 

IH 

1% 

2 

IA,  y*,  x 

4.7 

*Z  521 

IK 

IHie 

2 

X,  */s,  %« 

4.2 

*Z  522 

1H 

i'ji 

I« 

%0,   H,  5/16 

4.2 

*Z  511 

3%4 

7/i6 

35/k 

%2 

0.63 

*Z  512 

0.388 

0.350 

0.529 

0.127,0.130 

0.44 

*  Furnished  only  by  special  arrangement. 


90 


PILING    SECTIONS 


UNITED  STATES  STEEL  SHEET  PILING 

M  105 


104 


. a 


Section  Index 

Width, 
Inches 

Web  Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

M  105 
M  104 
M  103 

12  H 

9 

H 

H 

43 
38 
16 

This  Company  manufactures  Friestedt  Interlocking  Channel  Bar  Piling  and  Symmetrical 
Interlock  Channel  Bar  Pi  ing  in  addition  to  United  States  Steel  Sheet  Piling.  Full  information  as 
to  the  properties  and  uses  of  these  sections  is  given  in  a  separate  pamphlet  entitled  "Steel  Sheet 
Piling." 


1)1 


CARNEGIE    STEEL    COMPANY 


MISCELLANEOUS  GAR  SECTIONS— STRUCTURAL  SIZES 
DOOR  SPREADER  SECTION 


BODY  SIDE  BEARING  PLATE 


ARCH  BEAM 

*B  TO 


Section 
.  Index 


Size, 
Inches 


Weight  per  Foot, 
Pounds 


*C  210 
*M  280 
*M  1379 
*B  70 


7^x4 
9      x  1 

8    X  i 

6^x2 


19.8 
22.1 
39.4 
21.9 


*  Furnished  only  by  special  arrangement. 


92 


MISCELLANEOUS    STRUCTURAL    SHAPES 


MISCELLANEOUS  CAR  SECTIONS— STRUCTURAL  SIZES 
END  POST  SECTION  CAR  STAKE  SECTION 

*B1U 


0.354" 

*M110 


•*• 3.346-'- -»! 

SIDE  WALL  SECTION 
*M70 


73°  BULB  ANGLE 

*B129 


*1.181-"*, 


CARLINE  SECTION 


82°  ANGLE 
*A340 


IndeT 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

*M  110 

3.937  x  3.346 

10.1 

*B   111 

2.953  x  4.724 

11.7 

*M    70 

4J£  x  2^ 

18.3 

*C  301 

5  M  x  1%« 

6.2 

*B    129 

4    x2M 

12.5 

*A  340 

4    x2H 

8.2 

Furnished  only  by  special  arrangement. 


CARNEGIE    STEEL    COMPANY 


CRANE  RAIL  SECTION 


RACK  RAIL  SECTION 


-i~j         g     *M290 


PRESS  MACHINE  SECTION 
*A  1010      .^ 

!     i 


Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

M  71 
*M  290 
*A  1010 


7      x5 

6      x3 


57.0 
28.4 
25.3 


*  Furnished  only  by  special  arrangement. 


FLOOR    PLATES 


TROUGH  PLATES 


*M10 


2%"-- ->k---  —  5" 

9V/" 


CORRUGATED  PLATES 


*M33 


I* 


*M30 


o 


Section 
Index 

Width, 
Inches 

Depth, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

*M  14 

9^ 

3M 

M 

23.2 

*M  13 

9^ 

3M 

Wl6 

-     21.4 

*M  12 

9^ 

3M 

% 

19.7 

*M  11 

9^ 

3M 

%6 

18.0 

*M  10 

9H 

3M 

Hi 

16.3 

*M  35 

12«Ao 

2% 

H 

23.7 

*M  34 

12%« 

2«%a 

%e 

20.8 

*M  33 

123/16 

2M 

N 

17.8 

*M  32 

8% 

1M 

N 

12.0 

*M  31 

8% 

1%6 

%6 

10.1 

*M  30 

8% 

1H 

M 

8.1 

*  Furnished  only  by  special  arrangement. 


95 


CARNEGIE    STEEL    COMPANY 


CHECKERED  PLATE 


Section  at  Rib 


Section 
Index 

Thickness, 
Inches 

Width  and  Length,  Inches 

Weight  per 
Square  Foot, 
Pounds 

6  to  11% 

12  to  48 

48K  to  GO 

M  54 

H 

120 

240 

240 

21.4 

M  53 

%« 

120 

240 

240 

18.9 

M52 

% 

120 

240 

240 

16.3 

M  51 

%6 

120 

240 

240 

13.8 

M  50 

J€ 

120 

240 

240 

11.2 

M  49 

%6 

120 

180 

8.7 

Checkered  plates  of  greater  lengths  than  shown  in  the  above  table  may  be  submitted  for  special 
consideration. 


CONCRETE    REINFORCEMENT    BARS 


COLD  TWISTED  SQUARE  BARS 


Size, 
Inches 

Area, 
Square  Inches 

Weight  per  Foot, 
Pounds 

2 

4.0000 

13.600 

IK 

3.5156 

11.953 

IK 

3.0625 

10.413 

IH 

2.6406 

8.978 

11A 

2.2500 

7.650 

IH 

1.8906 

6.428 

1M 

1.5625 

5.313 

1H 

1.2656 

4.303 

1 

1.0000 

3.400 

l%e 

0.8789 

2.988 

H 

0.7656 

2.603 

1!H« 

0.6602 

2.245 

'     H 

0.5625 

1.913 

Jtte 

0.4727 

1.607 

H 

0.3906 

1.328 

%6 

0.3164 

1.076 

H 

0.2500 

0.850 

7A« 

0.1914 

0.651 

N 

0.1406 

0.478 

5/16 

0.0977 

0.332 

K 

0.0625 

0.213 

Cold  twisted  bars  will  conform  to  Manufacturers'  Standard  Specifications,  unless  otherwise  specified. 

97 


CARNEGIE    STEEL    COMPANY 


DEFORMED  BARS 


CUP  BAR 


Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

*M  1528 

fft 

7.65     * 

*M  1530 

IK 

5.31 

*M  1531 

m 

4.30 

*M  1532 

i 

3.40 

*M  1533 

K 

2.60 

*M  1534 

H 

1.91 

*M  1535 

% 

1.33 

*M  1536 

y* 

0.85 

*M  1537 

H 

0.48 

*  Furnished  only  by  special  arrangement. 


93 


CONCRETE    REINFORCEMENT    BARS 


DEFORMED  BARS— Continued 


CORRUGATED  SQUARE  BAR 
TYPE  A 


CORRUGATED  SQUARE  BAR 
TYPE  B 


Rolled  for  Corrugated  Bar  Co. 


CORRUGATED  ROUND  BAR 
TYPE  C 


CORRUGATED  SQUARE  BAR 
TYPE  D 


Rolled  for  Corrugated  Bar  Co. 


Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

Corrugated  Square  Bar—  Type  A 

Corrugated  Square  Bar—  Type  B 

*M  1980 

1M 

4.00 

*M  1550 

1M 

5.31 

*M  1981 

1 

2.70 

*M  1551 

1 

3.40 

*M  1982 

7A 

1.95 

*M  1552 

7A 

2.60 

*M  1983 

H 

1.35 

*M  1553 

H 

1.91 

*M  1984 

X 

0.64 

*M  1554 

5A 

1.33 

*M  1555 

y2 

0.85 

*M  1558 

% 

0.48 

*M  1557 

V3 

0.37 

*M  1556 

1A 

0.21 

Corrugated  Round  Bar—  Type  C 

Corrugated  Square  Bar—  Type  D 

*M  1732 

1M 

10.48 

*M  1731 

IH 

7.69 

*M  1618 

iM 

4.21 

*M  1650 

1M 

5.35 

*M  1617 

IK 

3.41 

*M  1651 

l\i 

4.34 

*M  1616 

i 

2.69 

*M  1652 

1 

3.43 

*M  1615 

H 

2.06 

*M  1653 

K 

2.64 

*M  1614 

H 

1.52 

*M  1654 

H 

1.94 

*M  1613 

5A 

1.05 

*M  1655 

5A 

1.35 

*M  1612 

0/16 

O.S6 

*M  1656 

Yz 

0.86 

*M  1611 

Yz 

0.66 

*M  1657 

H 

0.49 

*M  1610 

*A 

0.38 

*M  1658 

H 

0.22 

*  Furnished  only  by  special  arrangement. 


99 


CARNEGIE    STEEL    COMPANY 


DEFORMED  BARS — Continued 
LUG  BAR — TYPE  A  LUG  BAR — TYPE   B 


Rolled  for  Corrugated  Bar  Co. 


HERRINGBONE  BAR 


Rolled  for  Corrugated  Bar  Co. 


Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

Lug  Bar—  Type  A 

Lug  Bar—  Type  B 

*M  1578 

1M 

5.31 

*M  1648 

1M 

5.31 

*M  1577 

IK 

4.30 

*M  1647 

1H 

4.30 

*M  1576 

1 

3.40 

*M  1646 

l 

3.40 

*M  1575 

H 

2.60 

*M  1645 

H 

2.60 

*M  1574 

H 

1.91 

*M  1644 

SA 

1.91 

*M  1573 

5A 

1.33 

*M  1643 

H 

1.33 

*M  1572 

X 

0.85 

*M  1642 

X 

0.85 

*M  1579 

%8 

0.65 

*M  1641 

% 

0.48 

*M  1571 

% 

0.48 

*M  1640 

H 

0.21 

*M  1570 

Yi 

0.21 

i 

Herringbone  Bar 


Section 
Index 

Size, 
Inches 

Weight  per  Foot,  . 
Pounds 

*M  1673 

m 

5.13 

*M  1672 

1% 

3.62 

*M  1671 

i 

2.38 

*M  1670 

% 

1.72 

*M  1669 

% 

1.28 

*M  1668 

N 

0.91 

*  Furnished  only  by  special  arrangement. 


100 


CONCRETE    REINFORCLM1  NT    BARS 


DEFORMED  BARS- -Continue 
HAVEMEYER  SQUARE  BAR  HAVEMEYER  ROUND  BAB 


Rolled  for  Concrete  Steel  Co. 


HAVEMEYER  FLAT  BAR 


ELCANNES  BAR 


Rolled  for  Concrete  Steel  Co. 


Rolled  for  Elie  Cannes 


Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

Havemeyer  Square  Bar 

Havemeyer  Round  Bar 

*M  1599 

t'H 

7.65 

*M  1609 

i« 

6.43 

*M  1608 

IX 

5.31 

*M  1629 

1M 

4.17 

*M  1607 

IH 

4.30 

*M  1628 

iy* 

3.38 

*M  1606 

i 

3.40 

*M  1627 

1 

2.67 

*M  1605 

% 

2.60 

*M  1626 

H 

2.04 

*M  1604 

H 

1.91 

*M  1625 

H 

1.50 

*M  1603 

5A 

1.33 

*M  1624 

5/8 

1.04 

*M  1602 

y2 

0.85 

*M  1623 

1A 

0.67 

*M  1601 

H 

0.48 

*M  1622 

H 

0.38 

*M  1598 

%« 

0.33 

*M  1600 

H 

0.17 

*M  1621 

K 

0.21 

Havemeyer  Flat  Bar 

Elcannes  Bar 

Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

*M  2230 

IMx  Y2 

2.98 

*M  1901 

1M 

5.31 

*M  2231 

1M  x%6 

2.60 

*M  1902 

1^ 

4.30 

*M  2232 

iM  x  ya 

2.23 

*M  1903 

1 

3.40 

*M  2233 

11A*  y2 

2.55 

*M  1904 

M 

2.60 

*M  2234 

iMx  ys 

1.91 

*M  1905 

H 

1.91 

*M  2235 

iy2  xs/10 

1.59 

*M  1906 

5A 

1.33 

*M  2236 

iMx  % 

1.59 

*M  1907 

1A 

0.85 

*M  2237 

1         X    % 

1.28 

*M  1908 

% 

0.48 

*M  2238 

1      x  K 

0.85 

*  Furnished  only  by  special  arrangement. 


101 


CA^NEOIE    STEEL    COMPANY 


DEFORMED  BARS— Continued 


WING  BAR—  TYPE  A 


WING  BAR— TYPE  B 


Rolled  for  Trussed  Concrete  Steel  Co. 


SQUARE  RIB  BAR—  TYPE  A 


ROUND  RIB  BAR—  TYPE  B 


Rolled  for  Trussed  Concrete  Steel  Co. 


Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

Wing  Bar—  Type  A 

Wing  Bar—  Type  B 

*M  1513 

ft 

2.70 

*M  1509 

3y2 

10.2 

*M  1512 

% 

1.40 

*M  1510 

2H 

6.8 

*M  1516 

2M 

4.8 

Square  Rib  Bar—  Type  A 

Round  Rib  Bar—  Type  B 

Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

*M  1918 

1M 

5.31 

*M  2508 

1M 

4.17 

*M  1917 

lj^ 

4.30 

*M  2507 

1M 

3.38 

*M  1916 

1 

3.40 

*M  2506 

l 

2.67 

*M  1915 

y& 

2.60 

*M  2505 

y& 

2.04 

*M  1914 

H 

1.91 

*M  2504 

H 

1.50 

*M  1913 

H 

1.33 

*M  2503 

*A 

1.04 

*M  1912 

H 

0.85 

*M  2502 

% 

0.67 

*M  1911 

% 

0.48 

*M  2501 

3A 

0.38 

*M  1910 

m 

0.21 

*  Furnished  only  by  special  arrangement. 


102 


CONCRETE    REINFORCEMENT    BARS 


DEFORMED  BARS—  Continued 

MONOTYPE  BAR 

Rolled  for  Philadelphia  Steel  and  Wire  Co. 

"WING  BAR                                                     SLANT  RIB  BAR 

Rolled  for 

)\V             VS,             Y^          11! 

Rolled  for 

Thomas  Reinforcement  Co.                   Mississippi  Valley  Construction  Co. 

Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

Monotype  Bar—  Equivalent  to  Square 

Monotype  Bar—  Equivalent  to  Round 

*M  2151 

1M 

5.39 

*M  2161 

IX 

4.24 

*M  2152 

IK 

4.37 

*M  2162 

IK 

3.43 

*M  2153 

1 

3.45 

*M  2163 

1 

•2.71 

*M  2154 

7A 

2.64 

*M  2164 

7A 

2.08 

*M  2155 

SA 

1.94 

*M  2165 

H 

1.53 

*M  2156 

y* 

1.35 

*M  2166 

y* 

1.06 

*M  2157 

1A 

0.86 

*M  2167 

1A 

0.68 

*M  2158 

H 

0.49 

*M  2168 

3A 

0.38 

Wing  Bar                                                           Slant  Rib  Bar 

*M  2135 

2M 

5.08 

*M  1297 

IH 

5.31 

*M  2134 

2 

4.02 

*M  1296 

i 

3.40 

*M  2133 

IH 

3.06 

*M  1295 

7A 

2.60 

*M  2132 

IH 

2.08 

*M  1294 

H 

1.91 

*M  2131 

IX 

1.08 

*M  1293 

5A 

1.33 

*M  1292 

y* 

0.85 

*M  1291 

H 

0.48 

*M  1290 

K 

0.21 

*  Furnished  only  by  special  arrangement. 

103 


CARNEGIE    STEEL    COMPANY 


DEFORMED  BARS—  Concluded 

SCOFIELD  BAR                                            THACHER  BAR 

^Ip7|| 

W$T}   / 

fffy    1 

^^  ^^^     17 

(  = 

-  ..f| 

MONOLITH  BAR 

r                                  ilh 

a 

- 

—===— 

-3/ 

Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

Section                Size,          Weight  per  Foot, 
Index                Inches                 Pounds 

Scofield  Bar 

Thacher  Bar 

*M  1969 
*M  1968 
*M  1967 
*M  1966 
*M  1965 
*M  1964 
*M  1963 
*M  1962 
*M  1961 

*M  1583 
*M  1582 
*M  1581 

1M 

1 

H 

Equivalent  to  Round 

6.01 
4.17 
3.38 
2.67 
2.04 
1.50 
1.04 
0.67 
0.38 

Equivalent  to  Square 

1.33 
0.85 
0.48 

*M 
*M 
*M 
*M 
*M 
*M 
*M 

1546              1  1A                  5.20 
1545              1  H                  3.55 
1544              1                       2.32 
1543                %                   1.79 
1542                H                   1-34 
1541                y&                   0.92 
1540                Yz                   0.58 

Monolith  Bar 

Section                Size, 
Index                Inches 

Weight  per  Foot, 
Pounds 

*M 
*M 
*M 
*M 
*M 
*M 
*M 

1500              1  1A 
1508              1  ^ 
1507              1 
1517                H 
1506                % 
1505                Y2 
1504                % 

7.65 
5.31 
3.40 
1.91 
1.33 
0.85 
0.48 

*  Furnished  only  by  special  arrangement. 

104 


CONCRETE    REINFORCEMENT    BARS 


FACING  BAR 
*M1663 


Rolled  for  Concrete  Steel  Co. 


GIRDER  BAR  SECTIONS 

*M  1852 

Customer's  No.  704 


*M  1853 

Customer's  No.  705 

rt"i 


WASHBOARD   SECTION   -   TYPE  A 
*M  1521 


WASHBOARD    SECTION  -   TYPE   B 
*M  1522 


v       r  /32y/6r;     J 

i  /, 

Rolled  for  Trussed  Concrete  Steel  Co. 

Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

*M  1663 
*M  1852 
*M  1853 
*M  1521 
*M  1522 

4       x  1  y8  x  %6 

1         X  1         X  %2 

1.46 
4.1 
1.52 
3.20 
3.95 

*Rolled  only  by  special  arrangement. 

105 


CARNEGIE    STEEL    COMPANY 


HANGER  BARS 

*M980 


Section 
Index 

Size, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

*M  980 

4Mx  1M 
4}4  x  1J%* 

i 

5.31 
4.63 
4.18 

*M  935 

l%l\Ht 

« 

4.41 
3.85 

*M  981 

*M  982 

2%*   ys 

Jf 

2.61 
1.65 

*M  983 
*M  984 

2     x      M 

2  x    y& 

%6 

2.29 
1.43 

*M  986 

*M  987 

1    x     M 

1       X      1:V^6 

£ 

1.30 
1.09 

*  Furnished  only  by  special  arrangement. 


106 


STRAP    AND    CLIP    SECTIONS 


CONCORD  HAME  STRAPS 

|1                                            2 

—9 

1 

1  6 

]     £__f       i  —  ^          g  

1                                            2 

1,                      V*                  J,                               «•»                             u 

1-1     2-2 

1 

i                   _» 

; 

Sections 

i                    ' 

Flat                            Half  Oval 

Lengths 

Section 
Index 

Width, 
g,  Inches 

Thickness, 
e,  Inches 

Width, 
f,  Inches 

Thickness, 
d,  Inches 

Flat, 
c,  Inches 

Half 
Oval, 
b,  Inches 

Total, 
1,  Inches 

M  1027 

1 

%6 

!%•> 

%6 

19 

15 

34 

M  1026 

1 

M 

lile 

19 

15 

34 

M  1099 

1 

1^2 

%2 

19 

15 

34 

M  1025 

% 

* 

*-%6 

Ji 

17% 

14% 

32% 

M  1098 

% 

H 

2%-> 

%2 

17% 

14% 

32% 

M  1033 

% 

%6 

15/16 

3/10 

17% 

14 

31% 

M  1028 

% 

%6 

s/ie 

16% 

14 

30  M 

M  1024 

% 

M 

13Ae 

M 

17% 

14 

31% 

M  1022 

% 

M 

18/16 

M 

16% 

13% 

29% 

M  1032 

% 

M 

13/10 

% 

16 

13% 

29% 

M  1021 

% 

M 

J%0 

M 

16 

12% 

28% 

M  1031 

% 

H 

]3/1($ 

M 

15% 

1 

2% 

28% 

M  1096 

% 

M 

2%2 

%2 

16% 

13% 

29% 

M  1097 

% 

M 

2%" 

%2 

17% 

14 

M  1095 

% 

% 

25/32 

%2 

16 

1 

2% 

28% 

M  1029 

M 

%2 

13/16 

7/32 

15% 

11% 

27% 

M  1030 

g 

%2 

13A« 

7/32 

15, 

K 

1 

2% 

28% 

M  1020 

%. 

iyio 

15% 

12% 

28 

BOX  STRAPS 

12            ,1 

r  —  i  - 

^lf  f-       ^  d  ,*- 

>-      lyi-« 

'"~'<L    V  ^TT:  '    ~  

—  ^  j   .  •  '          i  f 

\       1 

fOi  d 

|2!            11, 

1-1     2-2     3-3 

U" 

\ 

* 

Sections 

\  — 

Grooved  Flat              Half  Oval 

Lengths 

Section      -Diana.                             
Index       T  dt         Width,      Thlck-      Width, 
I-hes    gj  Inche8  J^e,  Inches 

Thick- 
ness, 
f,  Inches 

Round, 
a,  Inches 

Grooved 
Flat, 
b,  Inches 

Half        T0ta| 
cjis  I'Inch^s 

M   1206            y8              1V82             17/64            lJ/32 

17/64 

7 

2% 

12  J^        36 

M  1205         %          Hfc,         i%4         li,32 

l%4 

615/16 

2% 

IQi  1/32     31% 

M  1204         %          11^2          J%4         1(33 

l%4 

7 

2 

82%4      272%2 

M  1208         %            i%0        %2            i5/~6 

%2 

7H 

3 

53/io      24 

M  1212        %6           i%6         %             is/10 

M 

2%4 

12y32      36 

M  1211        %6           i%6        %             J%0 

M 

6%32 

2% 

6%        23% 

M  1203        %e           15/ic        %             15/lo 

X 

8%2      28 

M  1202        %e           i%6         %             i%a 

7N 

2p6 

9%        31% 

M  1200         %            i%8        7/32            13/16 

%•> 

71^6 

727/32      28 

M  1432         %             %           is/64           34 

134t 

2 

5%        21% 

M  1433        %6            %           %e             %           8/i6 

6% 

2 

4%        19% 

107 


CARNEGIE    STEEL    COMPANY 


HALF  OVAL  CLIPS 

-»it|-  -^id(t- 

i      ki~T  :-i 
rf      Q_!  ° 

^=^—      T          6     -j     ~=t_-  -    .    .     ;       i     -;3-             T 

^^^qr^    '     '         T            i,     i       i 

L_,>    i          v>                         o             L    „    j                     1—1      2-2 

i 

Sections 

Section 
Index 

Round 

Half  Oval 

Lengths 

Diameter, 
d,  Inches 

Width, 
e,  Inches 

Thickness, 
t,  Inches 

Round, 
a,  Inches 

Half  Oval, 
b+c,  Inches 

Total, 
1,  Inches 

M  1158 
M  1157 

% 
% 

B%4 

We* 

5 

4^    +1Q 

19% 

M  1156 

Tie 

25/82 

3,%4 

4% 

4M    +10% 

19% 

M  1113 

% 

% 

%2 

3% 

3%6    +    7J^l6 

14% 

M  1116 

% 

% 

%2 

2H 

3        +3 

8% 

M  1119 

% 

% 

5/32 

3% 

10H2     +1Q1-32 

2394^ 

M  1121 

% 

% 

5/32 

3^6 

10        +9 

22i/i6 

M  1131 

% 

% 

%2 

3% 

3         +   GVie 

12v4e 

M  1149 

1%2 

5/32 

3% 

3%    +  8% 

15% 

M  1123 

'1/32 

l%o 

5/32 

3% 

7  M    +  3%o 

14  %» 

M  1124 

H32 

31440+  10% 

17%        . 

M  1126 

1%2 

J9/32                  %2 

3^6 

6%    +  3%0 

13% 

M  1128 

i-Vs" 

!%•>                  %2 

3% 

gll^6-f-    913/Kj 

22% 

M  1129 

U/32 

1ft/                     K/ 
1  "82                    %2 

3 

4i,%0+  4i%0 

12% 

M  1150 

%6 

17/B2                  5/32 

3^6 

3%6    +    3%6 

97A& 

M  1132 

5/16 

17/32                   %2 

3%2 

3^+6 

12i%s 

M  1133 

He 

17/                           K/ 
/82                     /82 

3^32 

3        +  6M 

121%2 

M  1135 

%2 

2% 

3Vic  +  8% 

14%o 

M  1137 

%8 

!%2 

%2 

2]%6 

33/16   +    6Ji 

12% 

M  1138 

5/16 

!%2 

%2 

2% 

3        +   6%6 

Hi5/4o 

M  1139 

%6 

17/32 

%2 

2% 

9%    +  5% 

17% 

M  1140 

%6 

17/82 

%2 

3%6 

SiAe  +   97/4e 

1718/16 

M  1141 

%6 

17/82 

%2 

3 

10^6  +  3H46 

16  M 

M  1142 

%6 

!%2 

%2 

3%6 

9i%e+  9i%6 

22i3/4e 

M  1144 

5/4e 

1%2 

%2 

7M 

9%    +  9% 

26% 

M  1145 

5/4e                   17/32 

%2 

7M 

211/32+     211/32 

111BA« 

• 

108 


STRAP    AND    CLIP    SECTIONS 


BEVEL  EDGE  CLIPS 


i -»it|*-       -*  d  [• 

S 


1-1        2-2 
Sections 


Section 
Index 


Round 


Diameter, 
d,  Inches 


Bevel  Edge 


Lengths 


Width, 
e,  Inches 


Thickness, 
t,  Inches 


Round, 
a,  Inches 


Bevel  Edge,  Total, 

b  +  c,  Inches         1,  Inches 


M  1050 
M  1051 
M  1053 
M  1057 
M  1058 
M  1060 
M  1062 
M  1063 
M  1066 
M  1068 
M  1428 
M  1071 
M  1072 
M  1075 
M  1167 
M  1078 
M  1079 
M  1080 


y* 


y& 
%t 

%6 
5A6 


M 


^64 


%2 
%2 


%2 
%2 


%2 
%4 


3 
3 

2% 


3 

2M 
2% 
2% 


+   5% 


4% 
33/32 


4% 

3  %2 


3%2 

33A6 


3%2 


15  y* 

14^ 


5J3/32+    51  %2 


+   3 

+   2' 


815,40 

9%6 

98/46 

145/16 


8% 


CONCAVE  CONVEX  CLIPS 


_J 


^Y^r        1Uf 

S3  o 

1-1      2-2 
Sections 


Section 
Index 


M  1159 
M  1153 
M  1160 
M  1163 
M  1162 
M  1046 


Round 


Diameter, 
d,  Inches 


Concave  Convex 


Width, 
e,  Inches 


iy32 

2%2 


Thickness, 
t,  Inches 


%2 
G/82 
%2 


Lengths 


Round,       Concave  Convex,        Total, 
a,  Inches        b  +  c,  Inches         1,  Inches 


411/32 


+  10 
+    9 


20 

18»Ae 

17%2 
191%2 


109 


CARNEGIE    STEEL    COMPANY 


pr 

BIT  MOUTH  CLIPS 

-  e    -*-         /T"—  '  -'  r  "  ITw^  i  V  %.4Jy)  e     C\ 

;      i      :              '2 

--.f>        -J*        U                                    ft                        r*                                     1-12-2 

i<_  i                      j                    Sections 

Section 
Index 

Round 

Hollow  Half  Oval 

Lengths 

Diameter, 
d,  Inches 

Width,         Thickness, 
e,  Inches        t,  Inches 

R?^             H^oTal,             Total, 
a,  Inches        b  +  c>  Incheg        1,  Inches 

M  1036 
M  1035 
M  1034 
*M  1093 

7/lC 

i7/82  full       %2full 

6^6          1^V^2-H    l^Va-2        9% 

*  Furnished  only  by  special  arrangement. 
1                            ,9. 

n                                  1-1            9-9 

--^-.-^  —  .z_7-^  ~  ~~~( 

k                            \                      j                    Sections 

Section 
Index 

Oval 

Hollow  Half  Oval 

Lengths 

Diameters, 
d,  f,  Inches 

Width,         Thickness, 
e,  Inches        t,  Inches 

Oval,              HSfOvWal,             Total, 
a,  Inches        b  +  C|  Incnes        1,  Inches 

*M  1435 

•*,% 

H'64                          X 

5*.          IX    +   1M           8»A« 

*  Furnished  only  by  special  arrangement. 

!-:•!--              .2                                            --tf-       -1fr 

?   T  i                       jj      U  ?  QI" 

'- 

c                                                     c                      i'1       2'2 

Sections 

k--                                               1 

Section 
Index 

Oval 

Half  Oval 

Lengths 

Diameters, 
d,  f  ,  Inches 

Width,         Thickness, 
e,  Inches         t,  Inches 

Oval,             Half  Oval,             Total, 
a,  Inches         b  +  c,  Inches         1,  Inches 

*M  1436 

1%2,   B/10 

3%4                       13/«4 

•M.         1%.  +  1%.        8«A« 

*  Furnished  only  by  special  arrangement. 

110 


HAME    SECTIONS 


M  780 


CRESCENT  HAME 

M  774 


M  775 


No.  12 


CONCAVE  CONVEX  HAME 

M  750  M  740 


GROOVED  HAME 
M  800  M  790 


Section 

Width, 

Thickness, 

Approx.  Weight  per  Foot, 
Pounds 

TnHpY 

Tnrhpq 

BTT7     f*     o-nrl   Tr»r»Koo 

inoex 

locoes 

.    VY  •  \J(.   clIKl  inCllGS 

Min. 

Max. 

M  780 

Hie 

X 

0.502 

M  774 

•l' 

%6 

0.680 

M  775 

Y% 

No.  12   to   No.    9 

0.334 

0.425 

M  770 

T£ 

No.  12   to   No.    9 

0.327 

0.436 

M  765 

1»/16 

0.211 

M  760 

No.  15  and  No.  14 

0.213 

0.225 

M  750 

M 

No.  17   to   No.  12 

0.140 

0.274 

M  740 

5A 

No.  16   to    No.  13 

0.121 

0.191 

M  800 

Ys 

No.  16  to   No.  14 

0.212 

0.265 

M  790 

No.  17   to   No.  14 

0.168 

0.232 

M  796 

H 

0.186 

M  795 

H 

%4 

0.134 

111 


CARNEGIE    STEEL    COMPANY 


POLE  CAP  AND  NECK  YOKE 


M813 


M812 


M814 


M811 


M  810 


Section 
Index 

Inches 

Radius 

Thickness, 
B.  W.  G.  and  Inches 

Approx.  Weight  per  Foot, 
Pounds 

Inside, 
Inches 

Outside, 
Inches 

Min. 

Max. 

M  813 

2 

1%6 

I'M 

No.  13  to  No.  7 

0.540 

1.094 

M  812 

11%6 

1%0 

\y% 

No.  13  to  No.  7 

0.516 

1.063 

M  814 

1% 

1%2 

1H 

No.  12  to  No.  7 

0.690 

1.101 

M  811 

'IK 

1%6 

i;Hj 

No.  13  to  No.  7 

0.510 

1.031 

M  809 

11%6 

1%6 

1  x^ 

No.  13  to  No.  7 

0.489 

1.007 

M  810 

1% 

1%6 

1^ 

No.  13  to  No.  7 

0.468 

.967 

112 


CRESCENT    SECTIONS 


M2101 


CRESCENTS 
M2102 


M  2104 


M  2105 


M2106 


M  2107 


fe  14      L....S* — ^Nci:  u      1 

M  2108  M  2109 


Section 
Index 

Commercial 
Name 

Radius 

Height, 
Inches 

Thickness, 
B.W.G. 

Approx.  Weight  per 
Foot,  Pounds 

Inside, 
Inches 

Outside, 
Inches 

Min. 

Max. 

M  2101 

H 

H 

18/32 

2%4 

No.  14  to  No.    8 

0.272 

0.479 

M  2102 

H 

y* 

13/32 

13/32 

No.  14  to  No.    9 

0.262 

0.423 

M  2103 

H 

y* 

3%2 

?%4 

No.  14  to  No.  12 

0.250 

0.313 

M  2104 

*A 

%6 

^32 

2%4 

No.  14  to  No.    8 

0.230 

0.401 

M  2105 

y* 

%6 

l%i 

J%3 

No.  14  to  No.    9 

0.219 

0.352 

M  2106 

M 

5Ae 

Jy32 

19/64 

No.  14  to  No.  12 

0.206 

0.257 

M  2107 

M 

1A 

%2 

J^2 

No.  14  to  No.    9 

0.190 

0.300 

M  2108 

H 

H 

%2 

%6 

No.  14  to  No.   9 

0.184 

0.291 

M  2109 

H 

1A 

%2 

M 

No.  14  to  No.  12 

0.167 

0.208 

M  2110 

%6 

%2 

M 

5/10 

No.  14  to  No.    9 

0.169 

0.265 

M  2111 

%6 

%2 

M 

%2 

No.  14  to  No.    9 

0.162 

0.255 

M  2112 

33/32 

18/64 

!%4 

l9/^ 

No.  14  to  No.    9 

0.158 

0.247 

M  2113 

13/32 

'%4 

J%4 

17/64 

No.  14  to  No.    9 

0.151 

0.237 

M  2114 

y* 

3/le 

%2 

%2 

No.  14  to  No.  10 

0.147 

0.212 

M  2115 

H 

%6 

%2 

M 

No.  14  to  No.  11 

0.141 

0.187 

M  2116 

5  1/32 

H'64 

13/04 

17/04 

No.  14  to  No.  10 

0.136 

0.196 

M  2117 

5Ae 

5/32 

8/16 

J.%4 

No.  13  to  No.  10 

0.135 

0.177 

M  2118 

3  1/32 

W64 

13/64 

W64 

No.  14  to  No.  12 

0.126 

0.159 

Crescents  are  rolled  to  gage  and  the  weights  given  are  approximate. 


113 


CARNEGIE    STEEL    COMPANY 


SASH  AND  CASEMENT  SECTIONS 


*M  1242 

Customer's  No.  112 


*M  1239 

Customer's  No. 


*M  1243 

Customer's  No.  101 


Rolled  for  Detroit  Steel  Products  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  1242 

112 

4x1 

*M  1239 

108 

4  x      M 

*M  1243 

101 

3  x    y% 

*  Furnished  only  by  special  arrangement. 


114 


WINDOW  SECTIONS 


SASH  AND  CASEMENT  SECTIONS—  Continued 


*M  1226 

Customer's  No.  103 


*M  1220 

Customer's  No.  90 


*M  1298 

Customer's  No.  090 


*M  1225 

Customer's  No.  97 


*M  1215 

Customer's  No.  105 


*M  1227 

Customer's  No.  104 


Rolled  for  Detroit  Steel  Products  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  1226 

103 

121/32X11/32 

*M  1220 

90 

1%       X      2%a 

*M  1298 

090 

1  iy32  x    i%6 

*M  1225 

97 

2  scant  x  1  y$2  scant 

*M  1215 

105 

l^e  x  1)^ 

*M  1227 

104 

1  21/32   X      25/82 

*  Furnished  only  by  special  arrangement. 


115 


CARNEGIE    STEEL    COMPANY 


SASH  AND  CASEMENT  SECTIONS—  Continued 


*M  1224 

Customer's  No.  96 


*M  1223 

Customer's  No.  95 


*M  1221 

Customer's  No.  92 


*M  1299 

Customer's  No.  092 


*M  1248 

Customer's  No.  70 


*M  1275 

Customer's  No.  94 


*M  1439 

Customer's  No.  094 


*M  1434 

Customer's  No.  71 


*M  2289 

Customer's  No.  192 


*M  1222 

Customer's  No.  102 


Rolled  for  Detroit  Steel  Products  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  1224 

96 

1  J^  scant  x  1  %4  scant 

*M  1223 

95 

1J^       X  1%4 

*M  1221 

92 

1  %     x    9%a 

*M  1299 

092 

1  %       X      2%2 

*M  1248 

70 

1^     x  IX 

*M  1275 

94 

1%    x  ix 

*M  1439 

094 

11%2X  1H&2 

*M  1434 

71 

117/32  X   IX 

*M  2289 

192 

1  2%4  X  1  ^8 

*M  1222 

102 

1^32  X   1%2 

*  Furnished  only  by  special  arrangement. 


116 


WINDOW    SECTIONS 


SASH  AND  CASEMENT  SECTIONS— Continued 
*M  2297 

Customer's  No.  392 


*C  660 

Customer's  No.  82 


1%--— •» ' 


*M  2302 

Customer's  No.  379 


-4V™- 


*T  534 

Customer's  No.  309 
23//- 


*T  529 

Customer's  No.  109 
—--2%"- 


.      *T  528 

Customer's  No.  60 


;J 


Rolled  for  Detroit  Steel  Products  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  2297 

392 

1«%4    X    IM 

*C      660 

82 

5%4  x     Hio 

*M  2302 

379 

4Me     x  1%6 

*T      534 

309 

2%        X    !81/^4 

*T      529 

109 

2%        X    131/64 

*T      528 

60 

i       x    y± 

Furnished  only  by  special  arrangement. 


117 


CARNEGIE    STEEL    COMPANY 


SASH  AND  CASEMENT  SECTIONS— Continued 
*M  1994 

Customer's  No.  105 


Rolled  for  David  Lupton's  Sons  Co. 


Section 
Index 


Customer's 
Number 


Inches 


*M  1994 
*M  1999 

*M  1993 
*M  1985 


105 
123 


116 
102 


x Ifte 

X   17/16 

x  lV,o 
x     t.y16 

x     M 


*  Furnished  only  by  special  arrangement. 


118 


WINDOW   SECTIONS 


SASH  AND  CASEMENT  SECTIONS— Continued 
*M  1988 


*M  2283 

Customer's  No.  142 


*M  2281 
Customer's  No.  160 


*M  2282 

Customer's  No.  161 


Rolled  for  David  Lupton's  Spns  Co. 


Section                                      Customer's 
Index                                         Number 

Size, 
Inches 

*M  1988                                         124 

53A     x     % 

*M  2283 

142 

4%2    x  IK 

*M  2281 

160 

2Hic  x  1%! 

*M  2282 

161                                 |                   34%4  X      Vie 

*  Furnished  only  by  special  arrangement. 


119 


CARNEGIE    STEEL    COMPANY 


SASH  AND  CASEMENT  SECTIONS— Continued 


*M1997 

Customer's  No.  107 


*M1996 

Customer's  No.  115 


L 


*M2122 

Customer's  No.  135 


Rolled  for  David  Lupton's  Sons  Co. 


Section 
Index 


Customer's 
Number 


Inches 


*M  1997 
*M  1996 
*M  2122 


107 
115 
135 


abt.  x  12%4  full 

l]7/32   X    l%a 


*  Furnished  only  by  special  arrangement. 


120 


WINDOW    SECTIONS 


SASH  AND  CASEMENT  SECTIONS-Continued 


*M  2287 

Customer's  No.  209 


*M  2286 

Customer's  No.  208 


*M  2285 

Customer's  No.  207 


*M  2284 

Customer's  No.  206 


*M  2288 

Customer's  No.  202 


Rolled  for  David  Lupton's  Sons  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  2287 
*M  2286 
*M  2285 
*M  2284 
*M  2288 

209 
208 
207 
206 
202 

iys    X     I"/,* 
1H    X    11V64 

IH  x  li%4 

1%    X     11%4 
1%2   X    27/82 

*  Furnished  only  by  special  arrangement. 


121 


CARNEGIE    STEEL    COMPANY 


SASH  AND  CASEMENT  SECTIONS— Continued 


*M1892 

Customer's  No.  119 


*M1998 

Customer's  No.  108 

~~y 


*M1891 
Customer's  No.  118 


*M1992 

Customer's  No.  110 


*M1995 

Customer's  No.  106 


*M1986 

Customer's  No.  104 


*M1990 

Customer's  No.  ]00 


*M1991 

Customer's  No.  101 


*M1989 

Customer's  No.  70 


Rolled  for  David  Lupton's  Sons  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  1892 

119 

iy2   xi31/64 

*M  1998 

108 

\%       X   1  4%4 

*M  1891 
*M  1992 

118 
110 

1H     x  13y64 

*M  1986 

104 

iys    x  iw/c4 

*M  1991 

101                                                        IH        X      51/04 

*M  1995 

106 

1              X   1^6 

*M  1990 

100 

1  %        X      -%? 

*M  1989 

70 

4%4  X      !%:> 

*  Furnished  only  by  special  arrangement. 


122 


WINDOW  SECTIONS 


SASH  AND  CASEMENT  SECTIONS— Continued 


*Z  501 

Customer's  No.  145 


*T  524 

Customer's  No.  196 


*T  101 

Customer's  No.  188 


*T  100 

Customer's  No.  187 


*A  528 
Customer's  No.  41 


cir 


Rolled  for  David  Lupton's  Sons  Co. 


•  Section 
Index 

Customer's 
Number 

Size, 
Inches 

*Z    501 

145 

lYz      x  1%, 

*T    524 

196 

2%o    x  li-v/g. 

*T    101 

188 

1          x2 

*T    100 

187 

1          x2 

*A    528 

41 

^     x    %6 

*  Furnished  only  by  special  arrangement. 


123 


CARNEGIE    STEEL    COMPANY 


SASH  AND  CASEMENT  SECTIONS—  Continued 


*M1878 

Customer's  No. 


*M1883 

Customer's  No.  4 


*M1887 

Customer's  No.  7 


*M18G9 

Customer's  No.  C 


Customer's  No.  1 


*  M  2181 

Customer's  No.  K 


*M2180 

Customer's  No.  J 

V 

r 

1 

\ 

<<  -- 

Lj§y*_n 

*M1885 

Customer's  No.  5 


Rolled  for  Trussed  Concrete  Steel  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  1878 

8 

l*i       X   1%2 

*M  1883 

4 

1M        X   13/3-j 

*M  1887 

7 

3A       X   1%2 

*M  1869 

C 

i5/32   X   13/33 

*M  1895 

1 

2%4    X   1%2 

*M  2180 

J 

1%        X   15%4 

*M  2181 

K 

1%        X   11%4 

*M  1885 

5 

1  V32     X   1  H 

*  Furnished  only  by  special  arrangement. 


124 


WINDOW   SECTIONS 


SASH  AND  CASEMENT  SECTIONS— Continued 


*M1898 

Customer's  No.  F 


*M1881 
Customer's  No.  2 


*M1880 

Customer's  No.  0 


— - 1%-— -  * 


*M1882 

Customer's  No.  3 


& 


*M1897 

Customer's  No.  D 


*M1872 

Customer's  No.  6 


* 1H- 


*M1894 

Customer's  No.  14 


*M1879 

Customer's  No.  11 


/^01 


Rolled  for  Trussed  Concrete  Steel  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  1898 

F 

1%    x  iy8 

*M  1881 

2 

1%        X      29/64 

*M  1880 

0 

1%2    x     %  x  %6   ' 

*M  1882 

3 

1^       X      *%4 

*M  1897 

D 

1%       X   11%4 

*M  1872 

6 

1%2     X      1%« 

*M  1894 

14 

1  35/32  X   1 

*M  1879 

11 

1%6     X  1%4 

*  Furnished  only  by  special  arrangement. 


125 


CARNEGIE    STEEL    COMPANY 


SASH  AND  CASEMENT  SECTIONS— Continued 

*M2185 

Customer's  No.  19 


*M2184 

Customer's  No.  18 


*M2128 

Customer's  No.  504 


*M2127 

Customer's  No.  503 


*M2126 

Customer's  No.  502 


*M2125 

Customer's  No.  501 


*M2124 

Customer's  No.  500 


Rolled  for  Trussed  Concrete  Steel  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  2185 

19 

4M    X       9/10 

*M  2184                                          18 

4     x     *%3 

*M  2128                                       504 

1H  x     i%0 

*M  2127                                       503 

IVicx      1 

*M  2126                                       502 

IVlGX         1 

*M  2125 

501 

IVicx     i%« 

*M  2124 

500 

1V16X       51/04 

*  Furnished  only  by  special  arrangement. 


126 


WINDOW   SECTIONS 


SASH  AND  CASEMENT  SECTIONS— Continued 
*M  1899 

Customer's  No.  13 


*fi 


.. 

Rolled  for  Trussed  Concrete  Steel  Co. 


Section 
Index 


Customer's 
Number 


Size, 
Inches 


*M  1899 
*M  1877 
*M  1886 
*M  1873 
*M  2292 
*M  2293 
*M  2218 


13 
12 
10 
9 
22 
23 
24 


6      x    »/32 
4  scant  x     % 


2M 
2% 
3 


x    i%2 
*     5/s 
x     i%2 
x  1%, 


*  Furnished  only  by  special  arrangement. 


127 


CARNEQIE    STEEL    COMPANY 


SASH  AND  CASEMENT  SECTIONS—  Continued 
*M  2295                                *M  2139                                   *M  2294 

Customer's  No.  R                            Customer's  No.  P                                  Customer's  No.  Q 

rf-          '\SJ" 

sF 

1* 

^C 

/        \L1 

,  n 

I—  ~] 

—  1%*— 

*M1893 

istomer's  No.  15 

•«K 

*M  2219 

Customer's  No.  25                                       Ci 

.... 

i  3i  ^> 

^^^ 

"^ 

*1 

Custom 

t 

522 

er's  No.  21 

%*--»> 

*A537 
Customer's  No.  30 

*A  955 

Customer's  No.  20 

4 

i  \ 

j 

*  *t>  If  ' 

j 

Trussed  Concrete  Steel  Co. 

i— 

Rolled  for 

Section                                      Customer's 
Index                                          Number 

Size, 
Inches 

*M  2295                                           B 
*M  2139                                           P 
*M  2294                                           Q 
*M  2219                                          25 
*M  1893                                          15 
*T      522                                          21 
*A      537                                          30 
*A      955                                          2O 

1%?  x  1% 

2^8  X  23/4 

y%  x  ^e 

*  Furnished  only  by  special  arrangement. 

128 


WINDOW  SECTIONS 


SASH  AND  CASEMENT  SECTIONS— Continued 


*  11 214? 

Customer's  No.  61 


*M2148 

Customer's  No.  62 


*M2149 

Customer's  No.  63 


*M1874 

Customer's  No.  104 


*M1875 

Customer's  No.  105 


— -  IVs— — >• 


*M2138 

Customer's  No.  64 


•• — -r-%1- - 

*M1884 

Customer's  No.  106 


*M1S88 

Customer's  No.  101 


*M1889 

Customer's  No.  102 


.;  «~%"7?! 

Rolled  for  Trussed  Concrete  Steel  Co.  of  Canada 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  2147 

61 

iy2  XIM 

*M  2148 

62 

i^  x  iys 

*M  2149 

63 

iy2  x  iys 

*M  1874 

104 

17/16X   12%4 

*M  1875 

105 

IVieX    25/32 

*M  2138 

64 

IH     X  19/10 

*M  1884 

106 

1        x  II/IG 

*M  1888 

101 

Uiex    •% 

*M  1889 

102 

%   x     y2 

*  Furnished  only  by  special  arrangement. 


129 


CARNEGIE    STEEL    COMPANY 


SASH  AND  CASEMENT  SECTIONS— Continued 


*M  1900 

Customer's  No.  65 


•2%' 


Rolled  for  Trussed  Concrete  Steel  Co.  of  Canada 


*M  2208 

Customer's  No.  A 


\jn 

•— -3%- 


*M  2215 

Customer's  No.  6 


*M  2209 

Customer's  No.  2 


*M  2207 

Customer's  No.  3 


Rolled  for  Zahner  Metal  Sash  &  Door  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  1900 

65 

2M     x     i%0 

*M  2208 

A 

3  1A     x     %10 
3^     x    1^6 

3Ji     x     ^ 

*M  2215 

6 

1%     x  1 

*M  2209 

2 

IMe    x  1 

*M  2207 

3 

2         x  1 

*  Furnished  only  by  special  arrangement. 


130 


WINDOW    SECTIONS 


SASH  AND  CASEMENT  SECTIONS— Continued 


*M  2226 

Customer's  No. 


*  M  2222 

Customer's  No.  289 


*M  2244 

Customer's  No. 


*T  532 

Customer's  No.  103 


*T530 

Customer's  No.  501 


*T  533 

Customer's  No.  107 
*—-%*-— * 


*M  2227 

Customer's  No.  102 


Rolled  for  Crittall  Casement  Window  Co. 


Section 
Index 


*M  2226 
*M  2222 
*M  2244 
*T  532 
*T  530 
*T  533 
*M  2227 


Customer's 
Number 


Inches 


*  Furnished  only  by  special  arrangement. 


389 

1M    x  \H 

289 

iy*   x  IM 

189 

1^2       X    1 

103 

!%«   X    1  % 

501 

iy8    x  i27/64 

107 

K       X    1%4 

102 

8%4    X       % 

131 


CARNEGIE    STEEL    COMPANY 


SASH  AND  CASEMENT  SECTIONS— Continued 


*M  2229 

Customer's  No.  388 


*M2223 

Customer's  No.  288 
x --1V4- >! 


*M  2224 

Customer's  No.  387 


*M  2221 

Customer's  No.  287 


*M  2225 

Customer's  No.  187 


*M  2220 

Customer's  No.  285 


*M  2228 

Customer's  No.  185 
K IVs"— — . 


Rolled  for  Crittall  Casement  Window  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  2229 

388 

I13/ie  x  IH 

*M  2223 

288 

1%     x  IX 

*M  2224 

387 

119/32    X   1% 

*M  2221 

287 

IT/16      X   IX 

*M  2225 

187 

!5/32      X   1H 

*M  2220 

285 

1%8      X   IX 

*M  2228                                         185 

15/33      Xl^ 

*  Furnished  only  by  special  arrangement. 


132 


WINDOW    SECTIONS 


SASH  AND  CASEMENT  SECTIONS— Continued 
*M1289 

Customer's  No.  5 


*M2123 

Customer's  No.  3 


*M  2129 

Customer's  No.  6 


*M  1213 

Customer's  No.  2 


-------  1%*  scant.  .^ 


*M  2182 

Customer's  No.  4 


*M  1220 

Customer's  No.  1 


*T  529 

Customer's  No.  8 
-___-.2%?_ 


Rolled  for  Mesker  Bros.  Iron  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  1289 
*M  2123 
*M  2129 
*M  1213 
*M  2182 
*M  1220 
*T  529 


3          x     Hi0 

l17/82    X    1% 

1%     x  1  %  Scant 

13A  X      55/oi 

l17/32  X 

1^  X 

2%  X 


*  Furnished  only  by  special  arrangement. 


133 


CARNEGIE    STEEL    COMPANY 


SASH  AND  CASEMENT  SECTIONS— Concluded 


*M  2310 

Customer's  No.  AK 


*M  2311   . 

Customer's  No.  BK 


Rolled  for  Henry  Hope  &  Sons. 


SKYLIGHT  SECTIONS 


*M1896 

Customer's  No.  2 


*M1871 
Customer's  No.  1 


Rolled  for  National  Ventilating  Co. 


Section 
Index 

i 

Customer's 
Number 

Size, 
Inches 

*M  2310 
*M  2311 
*M  1896 
*M  1871 

AK 
BK 

2 
1 

i«    x    H 

\y±   *  % 
2%    x  \y2 

\             1H     xlfc 

*  Furnished  only  by  special  arrangement. 


134 


AUTOMOBILE    SECTIONS 


DUAL  FELLOE  BANDS 

*  M  1789 

Customer's  No.  59 


k- 


I 

u~ 


*M1979 

Customer's  No.  49 


*  M  1978 

Customer's  No.  48 


*  M  1977 

Customer's  No.  47 


*  M  1976 

Customer's  No.  46 


-H 


>l 


1 

i 

"  /16                                                   "1 

Rolled  for  Firestone  Tire  &  Rubber  Co. 

Section 
Index 

i 
Customer's 
Number 

I 

Size, 
Inches 

*M  1789 
*M  1979 
*M  1978 
*M  1977 
*M  1976 

59 
49 
48 
47 
46 

10 

83/10 
6»/16 

5i%c 
5  He 

*  Furnished  only 

by  special  arrangement. 

135 


CARNEGIE    STEEL    COMPANY 


SINGLE  FELLOE  BANDS 
*M  1796 

Customer's  No.  66 

ps 

L 

J 

i 

.      R'</.'' 

*  M  1795 

Customer's  No.  65 

[\                                           r\ 

*  M  1788 

Customer's  No.  58 

L 

^         k 

^j 

-/" 

*  M  1970 

Customer's  No.  40 
L 

*  M  1959 

Customer's  No.  39 

—  4/32- 

*  M  1751 

Customer's  No.  11 

k                                  ^ 

k        N 

-,/"                                                                    ••/"                '                 '                     oi-v* 

*M  2255                  *  M  1958                     *  M 

Customer's  No.  211         Customer's  No.  38              Custorru 

1749             *  M  1957 

•r's  No.  9    Customer's  No.  37 

k     s       k 

I     fs 

; 

Oil/''.  -_y                V-  -9% 

oy" 

*  M  1745 

Customer's  No.  5        Cus1 

*  M  2186                *  M  11 

;omer's  No.  195        Customer's 

(\ 

44              *  M  2174 

j  No.  4     Customer's  No.  185 

>               k 

«o/  "                    i^ 

'            J                  !.                 n»1/"            .! 

Rolled  for  Firestone  Tire  &  Rubber  Co. 

Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  1796 
*M  1795 
*M  1788 
*M  1970 
*M  1959 
*M  1751 
*M  2255 
*M  1958 
*M  1749 
*M  1957 
*M  1745 
*M  2186 
*M  1744 
*M  2174 

66 
65 
58 
40 
39 
11 
211 
38 
9 
37 
5 
195 
4 
185 

3%2 
213/32 

|%2 

l2/%2 

,i2iS 

121/82 

*  Furnished  only  by  special  arrangement. 

136 


AUTOMOBILE    SECTIONS 


BASE  BANDS 
*M  1856 

Customer's  No.  161 


•4% 


*M  1855 

Customer's  No.  160 


*M  1743 

Customer's  No.  110 


*M  1742 

Customer's  No.  109 


(^^                             ^^>»  ^ 

: 

Rolled  for  Firestone  Tire  &  Rubber  Co. 

Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  1856 

161 

4^     x»/32 

*M  1855 

160 

4  ^s        x  %2 

*M  1743 

110 

3  1  %6  X  %(j 

*M  1742 

109 

3M     x%6 

*  Furnished  only  by  special  arrangement. 

137 


CARNEQIE    STEEL    COMPANY 


BASE  BANDS 


*M  1758 

Customer's  No.  101 


t 2V& J 


*M  1750 

Customer's  No.  10 


*M1747 

Customer's  No.  7 


*M  1746 

Customer's  No.  6 


*  M  1797 

Customer's  No.  166 


*M  1798 
Customer's  No.  165 


Rolled  for  Firestone  Tire  &  Rubber  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  1758                                          101                                           2^  x  %6 

*M  1750 

10                                          2^x  M 

*M  1747 

7 

l%x  M 

*M  1746 

6 

l^x  M 

*M  1797 

166 

2Mx  to 

*M  1798 

165 

2       x  % 

*  Furnished  only  by  special  arrangement. 


138 


AUTOMOBILE    SECTIONS 


REMOVABLE  CHANNEL  RIM  SECTIONS 

*M  1769 

l"  Customer's  No.  107 


*M  1763 

Customer's  No.  106 


*M  1764 

5*  Customer's  No.  105 


*M  1765 

4*  Customer's  No.  104 


*M  1766 

Customer's  No.  103 V- 


*M  1767 

3*  Customer's  No.  103 


„     *M  1768 

2  V2  Customer's  No.  102 


---3%6—  -  T-HJ  Le S 

Rolled  for  Firestone  Tire  &  Rubber  Co. 


Section 
Index 

Customer's 

Size, 
Inches 

Size,  Inches 

Number' 

*M  1769 

7 

107 

7K 

*M  1763 

6 

106 

6%6 

*M  1764 

5 

105 

52y32 

*M  1765 

4 

104 

4% 

*M  1766 

*y* 

103  H 

4 

*M  1767 

3 

103 

3%6 

*M  1768 

2^ 

102  H 

3^ 

Furnished  only  by  special  arrangement. 


139 


CARNEGIE    STEEL    COMPANY 


REMOVABLE  CHANNEL  RIM  SECTIONS 
*M  2331 

7 "Customer's  No.  224 


*M  2332 

6 "Customer's  No.  223 


—  6  y/io— - 

*M  2333 

5 "Customer's  No.  222 


-5  21/S2 


*M  2334 

4 "Customer's  No.  221 


*M  2336 

3  "  Customer's  No.  219 


* 3 

Boiled  for  Firestone  Tire  &  Rubber  Co. 


Section 
Index 

Customer's 

Size, 
Inches 

Size,  Inches 

Number 

*M  2331 

7 

224 

7>$ 

*M  2332 

6 

223 

6%6 

*M  2333 

5 

222 

52y32 

*M  2334 

4 

221 

4% 

*M  2335 

3^ 

220 

4. 

*M  2336 

3 

219 

3%6 

*  Furnished  only  by  special  arrangement. 


140 


AUTOMOBILE    SECTIONS 


REMOVABLE  CHANNEL  RIM  SECTIONS 
*M  2354 

6  "Customer's  No.  237 


*M  2361 

5 "Customer's  No.  235 


*M  2353 

4 "Customer's  No.  236 


•«  -—474  #• 

Eolled  for  Firestone  Tire  &  Rubber  Co. 

Section 
Index 

Customer's 

Size, 
Inches 

Size,  Inches 

Number 

*M  2354 
*M  2361 
*M  2353 

6 
5 

4 

237 
235 
236 

6»/16 

521&2 
4% 

*  Furnished  only  by  special  arrangement. 

141 


CARNEGIE    STEEL    COMPANY 


PRESSED-ON  CHANNEL  RIM  SECTIONS 
*M  2520 

14*  Customer's  No.  266 


-14% 


*M  2519 

12  "Customer's  No.  265 


-12%*- 


*M  2518 

10*  Customer's  No.  264 


10% 


*M  2517 

Customer's  No.  263 


*M  2516 

7*  Customer's  No.  262 


k 
R< 

ailed  for  Firestone  Tire  &  Rubber  Co. 

Section 
Index 

Customer's 

Size, 
Inches 

Size,  Inches 

Number 

*M  2520 
*M  2519 
*M  2518 
*M  2517 
*M  2516 

14 
12 
10 
8 

7 

266 
265 
264 
263 
262 

14  K 
12  % 
10^ 

7M 

*  Furnished  only  by  special  arrangement. 

142 


AUTOMOBILE    SECTIONS 


PRESSED-ON  CHANNEL  RIM  SECTIONS 

*M  2515 

6  "Customer's  No.  261 


*M  2514 

'Customer's  No.  260 


*M  2513 

4 "Customer's  No.  259 


*M  2512 

" Customer's  No.  258 


*M  2511 

3*  Customer's  No.  257 


*M  2510 

21/2*  Customer's  No.  256 


Rolled  for  Firestone  Tire  &  Rubber  Co. 


Section 

Customer's 

Size, 

Index 

Size,  Inches 

Number 

Inches 

!                                         1 

*M  2515 

6 

261 

6% 

*M  2514 

5 

260 

5^ 

*M  2513 

4 

259 

4^ 

*M  2512 

3H 

258 

4H 

*M  2511 

3 

257 

3%8 

*M  2510 

2^               j 

256 

3%e 

*  Furnished  only  by  special  arrangement. 


143 


CARNEGIE    STEEL    COMPANY 


PRESSED-ON  CHANNEL  RIM  SECTIONS 


*M  2211 

12    Customer's  No.  208 


•12- 


*M  2212 

10*  Customer's  No.  207 


10' 


Rolled  for  Firestone  Tire  &  Rubber  Co. 


Section 
Index 

Customer's 

Size, 
Inches 

Size,  Inches 

Number 

*M  2211 
*M  2212 

12 

10                  i 

208 
207 

12 

10 

*  Furnished  only  by  special  arrangement. 


144 


AUTOMOBILE    SECTIONS 


DEMOUNTABLE  RIM  SECTIONS 


*M  1783 

Customer's  No.  53 


""*! 


*M2137 

Customer's  No.  179 


*M  1782 

Customer's  No.  52 


*M  2136 

Customer's  No.  178 


*M  1781 

Customer's  No.  51 


*  M  1780 

Customer's  No.  50 


*M  2119 

Customer's  No.  152 


*M2120 

Customer's  No.  151 


*M2121 

Customer's  No.  150 


x 


Rolled  for  Firestone  Tire  &  Rubber  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  1783 

53 

6%2 

*M  2137 

179 

529/64 

=%!  1782 

52 

4614l 

*M  2136 

178 

43%4 

*M  1781 

51 

4%4 

*M  1780 

50 

34%4 

*M  2119 

152 

4M 

*M  2120 

151 

3JVi6  Scant 

*M  2121 

150 

3%2 

*  Furnished  only  by  special  arrangement. 

145 


CARNEGIE    STEEL    COMPANY 


DEMOUNTABLE  RIM   SECTIONS 


*M  2358 

Customer's  No.  241 


Q: 


*M  2350 

Customer's  No.  228 


*M  2256 

Customer's  No.  216 
5  a/* 


*M  2352 

Customer's  No.  230 

* 47/j.— ' * 


*M  2351 

Customer's  No.  229 


Rolled  for  Firestone  Tire  &  Rubber  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  2358 

241 

7%4  scant 

*M  2350 

228 

SiVie 

*M  2256 

216 

5%« 

*M  2352 

230 

4%4 

*M  2351 

229 

3*%4 

*Furnished  only  by  special  arrangement. 

146 


AUTOMOBILE    SECTIONS 


DEMOUNTABLE  RIM  SECTIONS 

*  M  1854 

Customer's  No.  170 
-------------------------  5%*-  ------------------------  ) 


*M  2367 

Customer's  No.  267 


*M1799 

Customer's  No.  169 


*M2187 

Customer's  No.  196 


*M2251 

Customer's  No.  205 
4% 


Customer's  No.  168 


*M  2179 

Custompr's  No.  203 


*  M  2250 

Customer's  No.  204 


Rolled  for  Firestone  Tire  &  Rubber  Co. 


Section 
Index 

Customer's                                          Size, 
Number                                           Inches 

I 

*M  1854 

170                                             5% 

*M  2367 

267 

4%6 

*M  1799 

169 

49ie 

*M  2187 

196 

4%o 

*M  2251 

205 

43^ 

*M  1792 
*M  2179 

168 
203 

4M 

*M  2250 

204 

4H 

*  Furnished  only  by  special  arrangement. 


147 


CARNEGIE    STEEL    COMPANY 


DEMOUNTABLE  RIM  SECTIONS 


*M  2265 

Customer's  No.  234 
6V6"— 


*M  2253 

Customer's  No.  214 
5Mr. 


*M  2257 

Customer's  No.  225 
51/i'c  — 


*M  2254 

Customer's'  No.  215 


*M  2252 

Customer's  No.  202 


*M  2169 

Customer's  No.  233 

4V/ 


Rolled  for  Firestone  Tire  &  Rubber  Co. 


Section 
Index 

Customer's 
^Number 

Size 
Inches 

*M  2265 

234 

6H 

*M  2253 

214 

5M 

*M  2257 

225 

5%o 

*M  2254 

215 

42%2 

*M  2252 

202 

4M 

*M  2169 

233 

8 

*Furnished  only  by  special  arrangement. 

148 


AUTOMOBILE    SECTIONS 


DEMOUNTABLE  RIM  SECTIONS 


*M  2363 

Customer's  No.  248 


*M  2365 

Customer's  No.  250 


*M  2364 

Custom«r's  No.  249 


Rolled  for  Firestone  Tire  &  Rubber  Co. 


Section 
Index 

Customer's 
Number 

Size 
Inches 

*M  2363 
*M  2365 
*M  2364 

248 
250 
249 

431/32 

*« 

32%2 

*Furnished  only  by  special  arrangement. 

149 


CARNEGIE    STEEL    COMPANY 


CLINCHER  TIRE  SIDE  RING  SECTIONS 

*M2360 
Customer's  No.  243  *  M  1955 

Customer's  No.  35 


*M2173 

Customer's  No.  182 


*M1960 
Customer's  No.  184 


*M1954 
Customer's  No.  34 


*M2172 
Customer's  No.  181 


*  M  2366  *  M  2171  *  M  1952  *  M  1953 

Customer's  No.  251    Customer's  No.  180  Customer's  No.  133       Customer's  No.  33 


^ 


STRAIGHT  SIDE  TIRE  RING  SECTION 

*M1786 

Customer's  No.  56 


Rolled  for  Firestone  Tire  &  Rubber  Co. 


Section 
Index 

Customer's                                         Size, 
Number                                            Inches 

*M  2360 

243 

5%4  X   1%0 

*M  1955 

35 

%     x  Jr/ic  Full 

*M  2173 

182 

%  Scant  x  27/32 

*M  1960 

134 

i»/32  Scant  x  isAo 

*M  1954 

34 

YZ     x  *%3  Full 

*M  2172 

181 

9/tc    x  % 

*M  2366 

251 

2%4  X  IVio 

*M  2171 

180 

Vz     xHio 

*M  1952 

133 

y-t     x  3M«  Full 

*M  1953 

33 

^0      X  21/?2 

*M  1786 

56 

15/32   X  «/«4 

*  Furnished  only  by  special  arrangement. 


150 


AUTOMOBILE    SECTIONS 


SIDE  FLANGE  SECTIONS 


*M  1276 

Customer's  No.  227 


*M  1707 
Customer's  No.  210 


WEDGE  RING  SECTIONS 


*M  1729 

Customer's  No.  113 


*M  1728 

Customer's  No.  112 


CLAMPING  RING  SECTIONS 


M  2362 

Customer's  No.  245 


M  2258 

Customer's  No.  232 


*M  1741 

Customer's  No.  1 


Rolled  for  Firestone  Tire  &  Rubber  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  127G 

227 

*M  1707 

210 

21/32 

*M  1729 

113 

1%2           %0 

*M  1728 

112 

2%2         5/10 

*M  2362 

245 

3%4         3  Vs2 

*M  2258 

232 

3%4         2<%4 

*M  1741 

1 

tt6            7/l« 

*  Furnished  only  by  special  arrangement. 

151 


CARNEGIE    STEEL    COMPANY 


MISCELLANEOUS  RIM  SECTIONS 
*M  2359 

Customer's  No.  242 


*M  1791 

Customer's  No.  114 


•fl 


*M  1748 

Customer's  No.  8 


*M  1182 

Customer's  No.  3 


*M  1181 

Customer's  No.  2 


Rolled  for  Firestone  Tire  &  Rubber  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  2359 

242 

32%2  x  1-H 

*M  1791 

114 

2      x   y8 

*M  1748 

8 

1%     x    5/1(J 

*M  1182 

3 

13A     x    %0 

*M  1181 

2 

J%6    X      %3 

*  Furnished  only  by  special  arrangement. 


152 


AUTOMOBILE    SECTIONS 


S 

BASE  BANDS 


*M2145 

Customer's  No.  99 


*  M  2144 

Customer's  No.  98 


61/8 


*  M  2143 

Customer's  No.  97 


*M2142 

Customer's  No.  96 


Rolled  for  Kelsey  Wheel  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  2145 

99 

7Hx  Y& 

*M  2144 
*M  2143 

98 
97 

6Mx  H 

5Kx  % 

*M  2142 

96 

4^ix  H 

*  Furnished  only  by  special  arrangement. 
153 


CARNEGIE    STEEL    COMPANY 


CORRUGATED  BASE  BANDS 

*M  1288 

Customer's  No.  79 


Rolled  for  Kelsey  Wheel  Co. 


Section 
Index 


Customer's 
Number 


Size, 
Inches 


*M  1288 
*M  1287 
*M  1286 
*M  1285 
*M  1284 
*M  1283 
*M  1282 


79 
78 
77 
76 
75 
74 
73 


X   9/16 

x  %0 
x  %e 
x  %e 

x  »/i« 


Furnished  only  by  special  arrangement. 


154 


AUTOMOBILE    SECTIONS 


CENTER  RING  SECTIONS 


*  M  1196 

Customer's  No.  61 


*  M  1277 

Customer's  No.  63 


IMF---* 


*  M  2140 

Customer's  No.  94 


CENTER  WEDGE  RING  SECTION 


*M  1234 

Customer's  No. 


SIDE  FLANGE  SECTIONS 


*M  1276 

Customer's  No.  62 


*M  1195 

Customer's  No.  60 


WEDGE  FLANGE  SECTION 

*  M  2146 

Customer's  No.  100 


-2%, 

Rolled  for  Kelsey  Wheel  Co. 


Section 
Index 


Customer's 
Number 


Size, 
Inches 


*M  1196 
*M  1277 
*M  2140 
*M  1234 
*M  1276 
*M  1195 
*M  2146 


61 
63 
94 
80 
62 
60 
100 


*  Furnished  only  by  special  arrangement. 


x  i%6  Scant 

X  27/32 


2% 
2i% 

2^ 
2%4 


155 


CARNEGIE    STEEL    COMPANY 


OUTER  WEDGE  FLANGE  SECTIONS 


*M  1232 

Customer's  No.  82 


*M  1229 

Customer's  No.  116 


.A*/*' 


*M  1231 

Customer's  No.  83 


till 


*M  1233 

Customer's  No.  115 


Rolled  for  Kelsey  Wheel  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  1232 

82 

1  %     x  1  1%2 

*M  1231 

83 

1%       X  1%6 

*M  1229 

116 

1  4%4  x  1  J  Vie 

*M  1233 

115 

H9&4X1H 

*  Furnished  only  by  special  arrangement. 


156 


AUTOMOBILE    SECTIONS 


*  M  1184 

Customer's  No.  G 


CONTINUOUS  WEDGE  SECTIONS 

*M1185  *M1186 

Customer's  No.  F  Customer's  No.  E 


CENTER   RING   SECTION       SIDE   FLANGE   SECTION 
*  M  1183  *  M  1194 

Customer's  No.  8  Customer's  No.  7 


BEVEL   EDGE   FELLOE   BANDS 
*M1109  *M1108 

Customer's  No.  11  Customer's  No.  12 


2Vs »  '•* I?— 

MOTOR  CYCLE  RIM  SECTIONS 

*  M  889  *  M  888 


Rolled  for  Mott  Wheel  Works 


Section 


Customer's 


Size, 


index 

M  umber 

Inches 

*M  1184 

G 

1          x  1  2%4 

*M  1185 

F 

1              X  1%2 

*M  1186 

E 

1         x     % 

*M  1183 

8 

1M     x    i%6Full 

*M  1194 

7 

2JVio 

*M  1109 

11 

2H    x    M 

*M  1108 

12 

1M     x    M 

*M    889 

.... 

ZY*     x    )4    • 

*M    888 

3Hk>  x    ys 

*  Furnished  only  by  special  arrangement. 


157 


CARNEGIE    STEEL    COMPANY 


DETACHABLE  RIM  SECTIONS 


*  M  1247 

Customer's  No.  3 


I 

Q 


*  M  1246 

Customer's  No.  2 


*  M  1245 

Customer's  No.  1 
3%" >, 


CLINCHER  TIRE  SIDE  RING  SECTIONS 


*M1164 

Customer's  No.  6 


*M  1165 

Customer's  No.  5 


*M  1154 

Customer's  No.  10 


*M  1155 

Customer's  No.  9 


Rolled  for  Mott  Wheel  Works 


Section 


Customer's 


Size, 


i  uu  ex 

iNumoer 

mcues 

*M  1247 

3 

4  %     Scant 

*M  1246 

2 

3*%4  Scant 

*M  1245 

1 

32%4 

*M  1164 

6 

19/3a  x  r,%4 

*M  1165 

5 

Y2    x  21^2  Full 

*M  1154 

10 

19/32  X  5%4 

*M  1155 

9 

H      X2%2 

Furnished  only  by  special  arrangement. 


158 


AUTOMOBILE    SECTIONS 


CLINCHER  TIRE  SIDE  RING 

SECTIONS 

*M1179 

*  Ml  189             *M1178             *M1177 

Customer's  No.  4£,  5    Customer's  No.  4    Customer's  No.  3£    Customer's  No.  2J,  3 

c:^rNi  i 

cryr         crv 

C7Y1 

x^        *k 

}  V*        y  h 

s         ^5  I  *4 

c_  Lj 

/    f.-v           X   ]  " 

^       i1—  —  !--"x 

l^s-aj 

\ft**q*                          *}&**? 

L^8^ 

KEY  RING  SECTIONS 

*M1009 

*M1008 

*M1007 

Customer's  No.  C 

Customer's  No.  B 

Customer's  No.  A 

'I    1  '! 

<JI 

1 

LOCKING  RING  SECTIONS 

*M1180 

*M1166 

*M1168 

Customer's  No.  4£,  5 

Customer's  No.  3£,  4 

SP 

P 

g! 

*M  1971 

*M1169 

*M1956 

Customer's  No.  244 

Customer's  No.  17 

Customer's  No.  36 

JT, 

i£P 

Q5 

n 

Rolled  for  Union  Drawn  Steel  Co. 

Section 

Customer's 

Size, 

Index. 

Number 

Inches 

*M  1179 

4J4,  5 

4%4  scant  x  %     full 

*M  1189 

4 

%o   scant  x  ^Vio  scant 

*M  1178 

3  ^ 

3%4  scant  x  4%4  full 

*M  1177 

2^,  3 

»/io    scant  x  H     full 

*M  1009 

C 

17/32                   X    M 

*M  1008 

B 

]%2                   X  3  Ho 

*M  1007 

A 

13/32                    X    ->g 

*M  1180 

^8                       X    IS/o* 

*M  1166 

3  }^'  4 

%0                       X   ^%4 

*M  1168 

2%4             x  .557 

*M  1971 

244 

2V32                    X   YS 

*M  1169 
*M  1956 

17 
36 

J%2  ,'scant  x  ^le  scant 
H     scant  x  'Ae 

*  Furnished  only  by  special  arrangement. 

159 


CARNEGIE    STEEL    COMPANY 


CLINCHER  TIRE  SIDE  RING   SECTIONS 


*M  2160 

Customer's  No.  2 


*M  2159 

Customer's  No.  1 


Rolled  for  Cleveland  Welding  &  Manufacturing  Co. 


*M1760 
Customer's  No.  F 


*M1779 
Customer's  No.  E 


Rolled  for  B.  F.  Goodrich  Co. 


*  M  1237 
Customer's  No.  4^,  5 


*M  1238 
Customer's  No.  3^,  4 


Rolled  for  Weston-Mott  Co. 


Section 

Customer's                                         Size, 

Index                                          Number 

Inches 

*M  2160                                            2 

1%2    x  Y± 

*M  2159 

1                                         l%a    x  %8 

*M  1760 

F 

1  %2    x  7/ie  Scant 

*M  1779 

E 

5%4   X  2yM 

*M  1237 

%        X  1%2 

*M  1238 

3^-4 

ii/^e  x  y% 

*Furnishtd  only  by  special  arrangement. 

160 


AUTOMOBILE    SECTIONS 


FLANGE  SECTIONS 


*  M  1219 

Customer's  No.  27 


*  M  1218 

Customer's  No.  26 


L&l 


CENTER  RING  SECTION 
*M1217 

Customer's  No.  25 


-1'f-s'- 


CLINCHER  TIRE  SIDE  RING  SECTION 
*M1176 

Customer's  No.  215 


Rolled  for  Standard  Welding  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  1219 
*M  1218 
*M  1217 
*M  117G 

27 
20 
25 
215 

lj|       X      2%34 
a%6   X      87/64 

Scant 

*  Furnished  only  by  special  arrangement. 

161 


CARNEGIE    STEEL,    COMPANY 


DEMOUNTABLE  RIM  SECTIONS 
*  M  1697 

Customer's  No.  10 


*  M  1699 

Customer's  No.  9 


*  M  1705 

Customer's  No.  8 


LOCK   RING   SECTION 

*  M  1698 

Customer's  No.  1 


Rolled  for  General  Rim  Co. 


MUD   GUARD   CHANNEL 
*  M  1192 


i -*• 

Rolled  for  Hayes  Mfg.  Co. 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

*M  1697 

10 

6i%6 

*M  1699 
*M  1705 

9 

8 

4^3 

4M 

*M  1698 
*M  1192 

1 

19/32  X    % 
\                        %       Xl%2 

*  Furnished  only  by  special  arrangement. 


162 


AUTOMOBILE    SECTIONS 


STRAIGHT  SIDE  RIM  SECTIONS 


M  1228 

Trade  No.  4V2 


M  1107 

Trade  No.  4 

—  3%o— 


M  1214 

Trade  No.  3V2 

---3l/4"-s-eant___ . 


Section 
Index 

Trade  Number, 
Inches 

Size, 
Inches 

M  1228 
M  1107 
M  1214 

4 

331/32  full     x  31/32  scant 
3%e              x  2%2  scant 
3  %     scant  x  %    full 

163 


CARNEGIE    STEEL    COMPANY 


CHAIN  TIRE  SECTIONS 


*M  762 

Customer's  No.  B4 


*M  2381 

Customer's  No.  BIO 


*M717 

Customer's  No.  B 


*M  718 

Customer's  No.  C 


*M  2380 

Customer's  No.  B9 

*:K? 


Rolled  for  Savage  Tire  Co. 


WIRE  WHEEL  SECTION 
M  2259 


VEHICLE  BODY  SECTIONS 
*  M  806  *  M  805 

I 


r™r 

-74--  *..%•—* 

Rolled  for  Fisher  Body  Co. 
M  1191  *M  2243 


Section 
Index 

Customer's 
Number 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

*M     762 

B    4 

\Y± 

1.00 

*M  2381 

BIO 

Ifi« 

1.28 

*M     717 

B 

1%2 

0.85 

*M     718 

C 

1H« 

0.68 

*M  2380 

B    9 

i 

0.93 

*M  2259 

2Y»          x2i%4 

3.70 

*M     806 

y±  full  x   Via 

0.51 

*M     805 

%          x     %3    full                0.28 

M  1191 

2%2       x     Hie  full 

0.42 

*M  2243 

%          x    % 

0.39 

*  Furnished  only  by  special  arrangement. 


164 


MISCELLANEOUS    TIRE    SECTIONS 


ROUND  EDGE  GROOVED  TIRE     SQUARE  EDGE  GROOVED  TIRE 

Gkj 

sft 

/              ^  '             \         f 

>t  X                            f 

t                         j    ^    M 

715                                             f    M716 

i                   ,  ,*             ! 

L                    I  1^* 

BUGGY  TIRES 

*M  785 

*M  886                          *M  887 

Commercial   Size    1                 Commercial  Size  7/s             Commercial  Size  % 

K^M 

^—^^        ^^ 

S/'Full       i 

»                                    // 

FLAT  BOTTOMED  CRESCENTS 

*M  2273                *M  2274                *M  2276                *M  2275       f 

Commercial  Size  %"  Commercial  Size  Vz     Commercial  Size  •%*    Commercial  Size  Vz 

v  *~r\  <»\>*>    /)    3            3.  *—.\  \|v    n 

3         %  -TTV'3^  >9  "           *""\\  >\^  /)  s 

S1..^4,>;i     Vs  ^4 

*M735 

Commercial  Size  W 

Section                              Width 
Index                               Inches 

Thickness,                   Weight  per  Foot, 
B.  W.  G.  and  Inches                  Pounds 

Y±                                 3.90 
1^6                               3.58 

M     715                              iyz 

^                                 3.26 

%5               2-94 

M                                 2.62 

5<                                 3.66 

Hie                               3.34 

M     716                              \y* 

^                                 3.02 

%e                                2.70 

H                                 2.38 

*M     785                              IB.ie 

full                         %cfull                        1.56 

*M     886                              1H 

^                                1.16 

*M     887                              1 

^6                                0.87 

*M  2273                                 ^ 

No.  14                              0.31 

*M  2274                                 J4 

No.  14                              0.25 

*M  2276                                 y8 

No.  14                              0.29 

*M  2275                                J4 

No.  14                              0.24 

*M     735                                 H 

.085                                0.26 

*Furnished  only  by  special  arrangement. 

165 


CARNEGIE    STEEL    COMPANY 


- 


TRACTOR  TIRE 

*M  884 


^-13/£h  *M883 

I 

L --9----  ---* ! 

BEADED  AND  RIBBED  PLANTER  TIRE 

M938 

h          ***         ^H  •                   n 
i — 6-—  >; 

BEADED  AND  RIBBED  TIRE 
M941 

,  r££~ ] 

v ! f^ J     ^ 

GROOVED  TIRE 
-M1890  ;    *M788 

-l7/32-- 

->V       *L  ~^ j/^  ,  ^ 

ai  '  i    t         ! x         ^       "->t-^ 

A 5 /....^  > ^£ /-^ 

-4^. L j        J, 3.1 


Section 
Index 


Width, 
Inches 


Thickness, 
Inches 


Weight  per  Foot, 
Pounds 


*M    884 

*M    883 

M    938 

M    941 

*M  1890 

*M     788 


1T64,   -'/«4 
3/l6,       1A 

ys,  IA 


7.0 

7.1 

2.98 

1.73 

6.6 

5.3 

3.00 


*Furnished  only  by  special  arrangement. 


166 


MISCELLANEOUS  VEHICLE  SECTIONS 


VEHICLE  SPRING  CLIPS 

*M  1407 


M1319 


M1318 


M  1317 


M1315 

- 


M1316 


k 1^4-  — >>  ^ 1 

CONCAVE  CONVEX  SPRING  SECTION 
*M  1761 


Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

*M  1407 

IK     x±%4 

2.92 

M  1319 
M  1318 

123/64  X  43/64 

1.92 
1.84 

M  1317 
M  1315 

!13/64  X  9/10 

1.46 
1.39 

M  1316 

11  %4  X  1%2 

1.36 

1  M  x  .340 

1.25 

*M  1761 

1M  x  .325 
1  M  x  .300 

1M  x  .284 
1  M  x  .259 

1.20 
1.09 
1.03 
0.94 

*  Furnished  only  by  special  arrangement. 


167 


CARNEGIE    STEEL    COMPANY 


TONGUE  AND  GROOVE  SPRING 

STEEL 

SECTIONS 

( 

^1~~  ;d 

i 

W~? 

i 

Section 

Dimensions  in  Inches 

Weight 

Index 

a 

b 

c 

d 

per  Foot, 
Pounds 

*M  2399 

5.118 

.591 

.315 

.118 

.276 

.098 

10.2 

*M  2398 

4.921 

.591 

.315 

.118 

.276 

.098 

9.8 

*M  2397 

4.921 

.472 

.315 

.118 

.276 

.098 

7.8 

*M  2396 

4.724 

.472 

.315 

.118 

.276 

.098 

7.5 

*M  2395 

4.331 

.472 

.315 

.118 

.276 

.098 

6.9 

*M  2394 

3.937 

.591 

.315 

.118 

.276 

.098 

7.S 

*M  2393 

3.937 

.551 

.315 

.118 

.276 

.098 

7.3 

*M  2392 

3.937 

.472 

.315 

.118 

.276 

.098 

6.2 

*M  2391 

3.543 

.591 

.315 

.118 

.276 

.098 

7.0 

*M  2390 

3.543 

.512           .315 

.118 

.276 

.098 

6.1 

*M  2389 

3.543 

.472           .315 

.118 

.276 

.098 

5.6 

*M  2388 

3.543 

.433            .315 

.118 

.276 

.098 

5.1 

*M  2387 

3.543 

.394 

.315 

.118 

.276 

.098 

4.7 

*M  2386 

3.543 

.315 

.315 

.118 

.276 

.098 

3.73 

*M  2385 

3.150 

.394 

.315 

.118 

.276 

.098 

4.1 

*M  2349 

3.000 

.500 

.394 

.157 

.315 

.118 

5.0 

*M  2384 

2.953 

.866 

.315 

.118 

.276 

.098 

8.7 

*M  2383 

2.953 

.591 

.315 

.118 

.276 

.098 

5.8 

*M  2382 

2.953 

.472 

.315 

.118 

.276 

.098 

4.7 

*M  2369 

2.953 

.433 

.315 

.118 

.276 

.098 

4.3 

*M  2368 

2.953 

.394 

.3T5 

.118 

.276 

.098 

3.88 

*c-». 

, 

* 

| 

Section 
Index 

Dimensions  in  Inches 

Weight 
per  Foot, 
Pounds 

a 

b 

c 

d 

e                  f 

*M  2342 

3.940 

.472 

.277 

.138 

.236 

.118 

6.3 

*M  2343 

3.543 

.591 

.275 

.137 

.256 

.128 

7.0 

*  Furnished  only  by  special  arrangement. 

168 


SPRING    STEEL    SECTIONS 


TONGUE  AND  GROOVE  SPRING  STEEL  SECTIONS 
*M  2346 

-,315*-  , 
/ ^-— 1.118" PJ 


3.937  — 

*M  2340 


s.118 


-3.937-- 

2341 


->,276r 


.-.098" 


3.937 


*M  2345 


*M  2347 

--»..354K-- 


-f.089* 


1 f*— ^.098"  / 

-.296-  A 


* 2^953- > 


* 2.953 > 

BUMPER   SECTION 
*M  2344 

5,720*  — 


—  o.ic 

u-  — 

Section 
Index 

Width, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

*M  2346 
*M  2340 
*M  2341 
*M  2345 
*M  2347 
*M  2344 

3.937 
3.937 
3.937 
2.953 
2.953 
5.720 

.394 
.630 
.591 
.866 
.394 
.875 

5.2 
8.1 
7.7 
8.5 
3.62 
16.5 

^Furnished  only  by  special  arrangement. 


169 


CARNEGIE    STEEL    COMPANY 


MISCELLANEOUS  NUT  SECTIONS 


*M897 


*M894 


a 


I 

tv 2%o" •*!  * 

*M893 

^/32-^ 

*M964  *M963 

f l15/32'- *)  „ I"//— * 

_J TS < y-^,  J T^—— ^ S--^, 

p^ •£_ j_sN?     P; _£_. J^ 

*M962 

^-J^""^32"^ 

L 2^32- -*! 

*M  961  *M  960 

^/7        *•?  ")  ^  ^^        J  ^  ^ 

t 2  %>" »!  k- 1%" j 


Section 
Index 


*M  897 
*M  S04 
*M  893 
*~M  964 
*M  963 
*M  962 
*M  961 
*M  960 


Size, 
Inches 


2%2 


2iy8o 

27/82 

2%2 


Thickness, 
Inches 


,    X 


Weight  per  Foot, 
Pounds 


1.98 
1.87 
1,75 
2.48 
2.35 
2.23 
2.10 
1.96 


*  Furnished  only  by  special  arrangement. 


170 


MISCELLANEOUS  VEHICLE  SECTIONS 


AXLE  CLIP 

SECTIONS 

*M9 

57 

,,  il 

&T-—  i 

i          « 

i 

k  '>'*  * 

r^ 

-HE53 

J   ^x  * 

I    f 

k                        21; 

*M956 

^2  ->• 

*M954 

1 

» 

r—-  1>4-  —  >; 

L  '^*  v 

c—  'Vs^-'x/t^-^ 

f       '^-y^1       y-^ 

±5       j  r 

It 

1                                               -x    "                                   ' 

*  M  1230 

K-  2>so  -x 

*M953 

f  l~/K—^i 
1     ,]%     ^ei 

k  l%s---»i 

bK 

f  —  ^2^ii_E^'i 

i  h<^^-ti--:-r^ 

f         7^  _Z3  -^^> 

{^  _2yK"  -J 

•  f 

1  2"X32"  -1 

*M952 

*M955 

^---31/32-—  ] 

1^--  !%—  ^j 

U\s 

/—     ^i^^1  —  r^*? 

r~               ~y  ^? 

a/*              '    "T 

•'-/  "          T 

Section                              Width, 
Index                               Inches 

Thickness,                   Weight  per  Foot, 
Inches                             Pounds 

*M    957                          2  V&o 

%_•                                  2.  70 

*M    956                         2iy32 

%2                                  2.50 

*M    954                         27/32 

%2                                  2.27 

*M  1230                         2%2 

M                                   2.12     ' 

*M    953                         2%2 

%                                  1.86 

*M    952                          13i/32 

%2                                  1-55 

*M    955                          12%. 

3/io                                  1.41 

*  Furnished  only  by  special  arrangement. 

171 


CARNEGIE    STEEL    COMPANY 


LOCKING  BARS 


M  65  c 


M65 


M68 


--!%" v 


M67 


Section 
Index 

Nominal 
Size 

Depth, 
Inches 

Width, 
Inches 

Web  Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

*M  65c 
*M  65 
*M  68 
*M  67 
*M  61 

1 

l*-5/32 

21%, 

211/32 
IK' 

2%2 

9A« 

' 

15.9 
12.0 

8.2 
6.5 
5.3 

*  Furnished  only  by  special  arrangement. 


172 


PIPE    SECTIONS 


DRESSER  SECTIONS 
*M  1403 


Vl6 


,_. 

4,/8 


10 


M  1346 


\  *^ 

-- 


*M  1345 


*M  1343 


, 


Section 
Index 

Width, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

*M  1403 

10 

%6 

10.7 

*M  1346 

7 

%6 

7.5 

*M  1345 

.    7 

1^ 

6.0 

*M  1343 

7 

H 

8.9 

*  Furnished  only  by  special  arrangement. 


173 


CARNEGIE    STEEL    COMPANY 


DRESSER  SECTIONS— Concluded 


Via 


*M  1364 

Ys"  n,»  Vie* 


-3  fcW 


*M  1341 


*M  1347 


i-<2 


-2%'- -i 


5*- 


*M  1348 


Section 
Index 

Width, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

*M  1364 

5 

%6 

5.4 

*M  1341 

5 

M 

4.3 

*M  1347 

fS    -           5 

%i 

3.22 

*M  1348 

3^ 

5/S2 

1.83 

*Furnished  only  by  special  arrangement. 


174 


PIPE    SECTIONS 


HAMMON  SECTIONS 

*M  2196 

Customer's  No.  K 


*M  2194 

Customer's  No.  F 


ior- 


1 

1 

*M  2193 

Customer's  No.  E 

.'&- 

1 

J 

V      _.                                                            --.KSH*.     . 

*M  2192 

Customer's  No.  B 


*M  2191 

Customer's  No.  A 


Section                              Width, 
Index                               Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

*M  2196 

7y2 

5Ae 

8.1 

*M  2194 

5% 

Ho 

6.2 

*M  2193 

5H 

X 

5.0 

*M  2192 

5 

X 

4.4 

*M  2191 

5 

8/4e 

3.31 

*Furnished  only  by  special  arrangement. 


175 


CARNEGIE    STEEL    COMPANY 


HAMMON  SECTIONS 

TYPE  A  TYPE  B 


i  *  M  1170 


:/i« 


/p 
! 


2*10- v 


*M  1171 


CUSTER  SECTION 
*  M  1172 


THIMBLE  SECTION 
*t  M  40 


r~ 

**  r 

-1  %-'-»] 

/4 
r-   l3/4-^ 

JJE 

i^X_ 

i^td 

i*-b 

ix 

t      >4.  —  —^ 

i  • 

Section 
Index 

Width, 
Inches 

Thickness,                   Weight  per  Foot,  • 
Inches                             Pounds 

*M  1170 
*M  1171 
*M  1172 

*|M       40 

o%., 

1M                                4.1 
l%o                               3.60 
.1H                                3.60 
1J^                              18.1 

*  Furnished  only  by  special  arrangement, 
t  Structural  size. 


176 


PIPE    SECTIONS 


DAYTON  SECTIONS 


TYPE  B 
*M  1174 


TYPE  D 

*M  1152 


Section 
Index 

Width, 
Inches 

Depth, 
Inches 

Weight  per  Foot, 
Pounds 

*M  1173 

2 

U&6 

3.34 

*M  1174 

2 

U%4 

3.02 

*M  1175 

2H« 

1%6 

3.50 

*M  1152 

IM 

IVin 

2.60 

*  Furnished  only  by  special  arrangement. 


177 


CARNEGIE    STEEL    COMPANY 


CAN  RING  SECTIONS 
M929 


M  914 


M907 


M908 


Section 
Index 

Width, 
Inches 

Thickness. 
B.  W.  G.  and  Inches 

Weight  per  Foot, 
Pounds 

M  929 

2H 

%2.  No.  12 

0.98 

l13Ae 

2%4»   1%4  tO  l%4 

.65 

l13Ae 

1^32»   84o     tO    V32 

.55 

1J%6 

2%4i   !Ve4  tO  ]%4 

.45 

11^6 

%6.     %2     tO  ^6 

.36 

M  914 

Wio 

!%4,  %4     tO  1^4 

.26 

.17 

I13/4c 

17/04,  %4      tO  %4 

1.07 

l18Ae 

M,      %2     tO    ^ 

0.92 

l13Ao 

15/«4,  %4     tO  %4 

0.88 

118A6 

7/32,      Vl«      tO  3/32 

0.78 

IX 

2%4,   W64  tO  1%4 

1.46 

IX 

a%2,  'Ae     tO  ~/S2 

1.37 

\% 

2y&4:<  X%4  tO  1%4 

1.28 

1% 

•Ho,    %2    t03Ae 

1.18 

M907 

IX 

^^4>   ^^4      ^0  ^V&4 

1.09 
1.00 

1% 

1  V64,  7/64     tO  »/64 

0.90 

IX 

M,      %2     tO    K 

0.81 

IX 

1%4,  5/64     tO  V64 

0.72 

IX 

%2»     Mo     tO  %2 

0.63 

IX 

2%4,   J%4  tO  !%4 

1.46 

H^",  ^6     tO  %2 

1.37 

iH 

2^64,  J1/64  tO  1%4 

1.28 

IX 

5Ae>    %2    to  s/ie 

1.18 

M908 

IX 

1%4,  %4     tO  !Mt4 

1.09 
1.00 

\% 

1%4,  %4     tO  »/64 

0.90 

*x 

M,      %2     tO    Y* 

0.81 

i  M 

15/64,   %4     tO  7/64 

0.72 

IX 

%2,     %6     tO  3/^2 

0.63 

178 


CAN    AND    BARREL    SECTIONS 


CAN  RING  SECTIONS—  Concluded 


M  1280 


i    T 


.    f.^  M  2202 

**1 i  ft 

'  ^ n 


M1281 


t-y     M  906        s 


2  -- 

M  949 


M  2203 


M  2204 


*M  1737 


*M  1726 


U 2V2 J 


Section 
Index 

Width, 
Inches 

Thickness, 
B.  W.  G.  and  Inches 

Weight  per  Foot, 
Pounds 

M  1280 

2H 

1.28 

M  2202 

2 

1.12 

M  1281 

2 

1.07 

M     906 

No.  10,  1%4 

0.80 

M    949 

2 

X,  13/64 
15/64,  %6 

1.62 
1.51 

M  2203 

1M 

M,   13/84 
15/64,  3/16 

1.41 
1.33 

M    958 

tj* 

M,   13/«4 
1%4,  %6 

1.20 
1.13 

M  2204 

1M 

1%4»  %« 

0.99 
0.93 

*M  1737 

2J^ 

See  Cut 

1.63 

*M  1726 

1% 

See  Cut 

1.45 

*  Furnished  only  by  special  arrangement. 


179 


CARNEGIE    STEEL    COMPANY 


BARREL  RING  AND  CHIME  SECTIONS 


*M  2206 


LIT   ~UI 

i, yy^ J 


* 


*M  2278 


*M  2277 


M  1279 


Section 
Index 


Size, 
Inches 


Weight  per  Foot, 
Pounds 


*M  2206 
*M  2249 
*M  1708 
*M  1734 
*M  2248 
*M  1739 
*M  1738 
*M  2278 
*M  2277 
*M  1279 


125/32 


x  !  17/33 
X  1  1%4 
X  117/64 

1H  x  1 

lJ/32  x    3y32 

I13/k-          x     H     scant 

2%3  X       13/io 

1  H  scant  x    i»Ae 
10,16  x    M     full 


246 
2.34 
1.86 
1.94 
1.45 
1.00 
0.88 
2.20 
1.44 
1.23 


*  Furnished  only  by  special  arrangement. 


180 


MISCELLANEOUS    BAND    SECTIONS 


BEADED  BAND  SECTIONS 


M1106 


K__ £-__  2" ->j 

M1104 


T4 


k 1%- -^ 

M1102 


£x._L i 

T  I  fc    -5 


BUCKLE  BAR 

*M899 
w-r  ------  -i%-  -------  V 


M  1105 


-1%"^--  H 

M1103 


M913 


H-^~l    — [-1 


BEADED  HOOP  BAR 

*M  1740 


Section 
'     •.         Index 

Width, 
Inches 

Thickness, 
B.  W.  G.  and  Inches 

Weight  per  Foot, 
Pounds 

M  1106 

2 

%2,    y%  tO  %4 

0.94 

M  1105 

118/10 

%2,    H  tO  %4 

0.86 

M  1104 

l/€ 

7/32,    K  tO  %4 

0.83 

M  1103 

I1  Wo 

%2,    K  tO  %4 

0.81 

M  1102 

\% 

%2>    /^  tO  ^^4 

0.78 

M    913 

\Yt 

%2i    x'S  tO  %4 

0.73 

*M    899 

2M 

No.  7  and  No.  9 

1.23 

*M  1740 

1^ 

M.  X%4,  a%2 

1.06 

*Funiisbed  only  by  special  arrangement. 


181 


CARNEGIE    STEEL    COMPANY 


SWITCH  FRICTION  PLATES 

*  M  901 


TRACK  CHAIN  SECTIO 


POTATO   DIGGER   SECTION 


Section 
Index 


Size, 
Inches 


Weight  per  Foot, 
Pounds 


*M  901 
*M  900 
*M  801 
*M  1449 
*M  808 


5     x  y2 


7.S 
5.5 
5.3 
4.6 
8.9 


*  Furnished  only  by  special  arrangement. 


182 


MISCELLANEOUS   BAR    MILL  SHAPES 


JOIST  HANGER  BAR 
*M930 


CAR  DOOR  TRACK  SECTION 

*M807 


CARRIER  AND  TROLLEY  TRACK  SECTIONS 

*  M  802  *  M  803  *  M  804 


f  —  7  2)4  

Hj5tf  . 

^f         xLvtf 

^    nf-'Mr 

!-^ 

lu^t 

1                                      I 
1  i—  •  —  ijtf-*! 

Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

6  x  Vie  x  M 

6.20 

*M  930 

6  x  %  x  8/4o 

4.92 

6  x  5/16  x  H 

3.65 

*M  807 

3  J^  x  •LV^4 

3.00 

*M  802 

2J4  x  15Ae 

1.70 

*M  803 

1%2  X    J^ 

0.79 

*M  804 

1  34  x  7/lo  scant 

0.79 

*  Furnished  only  by  special  arrangement. 

183 


CARNEGIE    STEEL    COMPANY 


MAGNETO  AND  POLE  SECTIONS 


*M  1443 


*M  1446 


Ml  442 


M1441 


—  2%*—  >'  k 2»/u *l 


M1440 


Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

*M  1443 

2,%4X,%.( 

3.90 

*M  1446 

2%        X   "%4 

2.70 

*M  1442 

2Vft6x  1 

4.8 

*M  1441 

2%6     X  1;jl(j 

4.3 

*M  1440 

2%4.  x  K 

4.0 

:  Furnished  only  by  special  arrangement. 


184 


MISCELLANEOUS    BAR     MILL    SHAPES 


RATCHET  SECTIONS 
*  M  1091  *  M  1092 


M891 


CAM  SECTIONS 
*  M  892  *  M  881 


*  M  998 


—  1" >J 


FRICTION  SPRING  SECTIONS 
*  M  312  *  M  313 


(«— — 1.15" * 


Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

*M  1091 

I1  Vie  x  aVfcs 

2.58 

*M  1092 

1%2  scant  x  5V«4 

2.25 

*M    891 

1J%2  X  11%± 

5.0 

*M    892 

11  %2  X   11  %4 

4.8 

*M    881 

1  H     x  ivio 

4.3 

*M    998 

2%2  x    2,y32 

1.29 

*M    312 

1.20  x  1.15 

3.50 

*M    313 

.85  x  1.08 

2.05 

*M    314 

.73  x  1.04 

1.70 

*  Furnished  only  by  special  arrangement. 


185 


CARNEGIE    STEEL    COMPANY 


BRAKE  KEY 

M1850 


DRAW  BAR  KEY 

M  1851 


P 

X__i_ 


I^r: 


VAULT  KEY  SECTIONS 
*M80  *M81 

-•* 214*— -r- 


— :4J4"— •  —v  _i» --4"—         ...  j 

PRINTING  PRESS  SECTIONS 


M  1430 


1431 


SCREEN  BAR 
*M  2260 


Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

M  1850 

5          xlH 

18.2 

M  1851 

4J£     x  IK 

16.3 

*M       80 

4.%     x     ^ 

13.2 

*M      81 

4         x     % 

12.6 

*M  1430 

2i  8,46  x  I1  He 

11.6 

*M  1431 

2J8/16    X   1J%2 

10.1 

*M  2260 

4         x  1,  5/10 

7.4 

*  Furnished  only  by  special  arrangement. 


186 


MISCELLANEOUS    BAR     MILL    SHAPES 


MISCELLANEOUS  KEY  SECTIONS 


*M  1409 

+--V"   * 


M  1090 


SLIDE  RAIL  SECTIONS 
*M  1426  *  *M  1427 


I'M 


Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

*M  1409 

IVie    xi%e 

2.40 

*M  1381 

iyS2   x  25^2 

2.17 

*M  1633 

.913x  H 

1.24 

*M  1090 

43/&4  X  %0  full 

1.05 

*M  1340 

l^lo     X  11/&2 

1.16 

*M  1444 

^8      X    ^ 

0.65 

*M  1048 
*\T  1O47 

19/32  X  11/32 
37,^,4  v  W.,  srant 

0.42 

o.as 

*^I  1426 
*M  1427 


21/10  fullx  n/io 

x  .576,  .647 


4.3 
3.40 


*  Furnished  only  by  special  arrangement. 


187 


CARNEGIE    STEEL    COMPANY 


BEADED  BARS 

*  M  857  *  M  852 

•T 


!*-#?•- 


*M1400 


r 


BEADED  STOVE  LEG  SECTIONS 

M  714  M  712 

*{r*1_^ 


M711 


Section 
Index 

Width, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

*M     857 

2y2 

H 

4.5 

*M    852 

!7/ie 

Hlo 

2.65 

*M  1400 

1%« 

/i 

0.87 

M    714 

K 

3/io 

0.50 

M    712 

K 

H 

0.39 

M    710 

15Ae 

ys 

0.35 

M     711 

M 

%3 

0.21 

'  Furnished  only  by  special  arrangement. 


188 


MISCELLANEOUS    BAR    MILL    SHAPES 


AUGER  SECTIONS 
*M  1101  *M  2291 

HHr.-! 


M851 
* 


GROOVED  HALF  OVALS 
M  850 


DIAMOND    HARROW  TOOTH  PIANO  BARS 

M904  M905  M  920  M  919 


M1391 


STAR  SECTIONS 
M903 


M1390 


Section 
Index 

Size,                                     Weight  per  Foot, 
Inches                                              Pounds 

*M  1101 

1%OX2%4                                                       1.72 

*M  2291 

l%ex   M                                          1.00 

M    851 

1        x  Y* 

1.30 

M    850 

ll/lGXl%2 

1.00 

M    904 

Hio  x  !%o 

0.95 

M    905 

%     x  7A 

0.93 

M    920 

y%  x  Hio 

0.71 

M    919 
M  1391 

&A   x  %                                        0.63 
7A   x  %                                        0.49 

M    903 

M   x  M                                         0.36 

M  1390 

Ys   x  %                                        0.26 

'  Furnished  only  by  special  arrangement. 


189 


CARNEGIE    STEEL    COMPANY 


CURB  SECTIONS 
*M  1662 


*M  1665 


Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

*M  1662 

1  ^     x  1'Ao 

2.73 

*M  1661 

IH       Xl^g 

2.48 

*M  1665 

IX     x  IX 

1.60 

*M  1664 

llA    x    % 

1.34 

*M  1660 

1%6      X   1H 

1.55 

*M  1666 

53/64XlK 

1.32 

*M     747 

2%3    x     ?4« 

1.63 

*  Furnished  only  by  special  arrangement. 


190 


MISCELLANEOUS    BAR    MILL    SECTIONS 


J  BARS 


*M915 


HORSE  SHOE  BARS 
*M  2264  *M  1730 


*M  2263 


*M  1709 


STANWOOD  FRONT 
*M944 


STANWOOD  BACK 
*M945 


!*&£ 

-1   htf 


n"    '  T                      i  !r*!      .  7 

A  V"°'                                                r^7N 

Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

*M     916 

1%2                     % 

1.25 

*M    915 

15A«           7A 

1.10 

*M  2264 

sy3.2             sy&i 

0.75 

*M  1730 

i      full     ys 

0.60 

*M  2263 

7A                       15/32 

0.70 

*M  1709 

2%2  full  X    % 

0.55 

*M    944 

11A                X  -'%o 

1.22 

*M    945 

IHk        x  ft 

1.05 

*  Furnished  only  by  special  arrangement. 

191 


CARNEGIE    STEEL    COMPANY 


GUIDE  BARS 


*M  1448 


*M  2321 


*M  2320 


.214" 


1    *— .945-— 


MOLDING  SECTION 


Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

*M  1445 

e%4          x  .690 

1.08 

*M  1448 

li%4fullx  .333 

0.99 

*M  2321 

.941          x  .598 

1.28 

*M  2320 

.945          x  .352 

0.73 

*M  2170 

2%2          x  .435 

0.72 

*Furnished  only  by  special  arrangement. 
192 


CARNEGIE    STEEL    COMPANY 


HARVESTER  FINGER  BAR 

*  M  885        -3V 


RAKE  TOOTH  HOLDER 

*  M  221° 


,*  ............  2V4"- 


*r~~~T 


......... 


BACK  GUIDE  BAR 
*M789 

£_^ 2M," », 


RAKE  TIRE  CURB 
*M  91 


WEARING  PLATES 
*M758  *M769 


"    '*  -------  -1%  ------  J 


Section 
Index 


Size, 
B.  W.  G.  and  Inches 


Weight  per  Foot, 
Pounds 


*M  885 
*M  2210 
*M  789 
*M  91 
*M  758 
*M  759 


2M  x  .296 
2%  xNo.  14 
1  %  x  No.  14 


4.7 

1.75 

1-94 

2.25 

0.65 

0.50 


*  Furnished  only  by  special  arrangement. 
193 


CARNEGIE    STEEL    COMPANY 


BEADED  NUT  SECTIONS 

*M  769 


ARMOR  PLATE  SECTION 


CLUTCH  PAWL  SECTION 


RETAINING  BAR 
*M  2262 


Section 
Index 


Size, 
Inches 


Weight  per  Foot, 
Pounds 


*M  769 
M  896 
*M  2261 
*M  2290 
*M  2299 
*M  2262 


1.90 
0.27 
1.02 
1.08 
2.80 
1.03 


*  Furnished  only  by  special  arrangement. 


194 


MISCELLANEOUS   BAR   MILL   SHAPES 


V   BAR 

*M870 


CHAFE  SECTION 

*M798 


I 


HAMMER  STRAP 
*  M  1312 


i 


-I 


LETTER   D   SECTION 
M918 


LETTER  B  SECTION 

*  M  1040 


FIGURE  8  SECTION 


« 1V4 - 


VELOCIPEDE  SECTION 

*M880 


— — * 


Section 
Index 

Size, 
B.  W.  G.  and  Inches 

Weight  per  Foot, 
Pounds 

*M     870 
*M     798 
*M  1312 

I1  He  x     % 
3H     x  No.  10 

2J€     x  \i 

3.28 
1.75 
1.45 

M    918 

1M     x  IX 
IX     x  1^ 

1  M    x  1  M 

6.0 
5.5 
5.0 

*M  1040 
*M  1045 

M        X      I%2 

M    x    1^3 

0.75 
0.70 

*M     880 

Ji  x  No.  9  x  H&s  scant 

yS   X  %2  X  %:j 

0.50 

0.32 

*  Furnished  only  by  special  arrangement. 


195 


CARNEGIE    STEEL    COMPANY 


DRILL  POST 
M995 


COTTON  GIN  SECTION 

*M858 


GRASS   HOOK   SECTION 

*M  2200 


TRIANGULAR  SECTION 

*M  1086 


AX   SECTION 
*M  1037 


^  -------  !15/32-  .....  - 


RAIL  BAR 
*  M  1100 


CAP  SECTION 

*M  1405 

.228" 


Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

M    995 

2i%2  x  ya 

2.80 

*M    858 

1%2     X  *%2 

0.73 

*M  2200 

.515    x  %6 

0.35 

*M  1086 

1J%2  X  !%2 

1.61 

*M  1037 

J.%6  X    % 

0.70 

*M  1405 

%       X  *  ~/32 

0.50 

*M  1100 

Y*        X  l^o                                                    0.25 

Furnished  only  by  special  arrangement. 


196 


MISCELLANEOUS    BAR    MILL    SHAPES 


GROOVED  FLATS 
*MS55  *M  791 


M794 


*M797 


*M  787 


*M792 


M793 


--.408' 


SINGLE  ROUND  EDGE 
M  694  *M  2201 


*M  2205 


k- 1.645" ,| 


Section 


Size, 


Weight  per  Foot, 


maex 

incnes 

rounas 

*M     855 

15/ie  x  Y± 

0.73 

*M     791 

15Ae  X  7/82 

0.65 

*M    794 

K     x  M 

0.70 

*M    797 

SA     *X 

0.57 

*M    787 

%     x%2 

0.45 

*M    792 

.475   x  .200 

0.28 

*M    793 

.408   x  i%4 

0.29 

M    694 

1.645   x  .337 

1.84 

*M  2201 

9/io     x  8yw 

6.82 

*A1  2205 

H        X  Vi6 

0.67 

*  Furnished  only  by  special  arrangement. 


197 


CARNEGIE    STEEL    COMPANY 


HOLLOW  HALF  ROUNDS 

M820 


GROOVED  ROUNDS 
M  830  M  831 


u —  i"  — * 
M832 


3r 


Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

M  820 

3       x  \Y2 

6.7 

M  821 

zy2x  IK 

5.3 

M  822 

2       x  1 

3.25 

M  830 

1 

2.60 

M  831 

1 

2.45 

M  832 

H 

0.65 

198 


MISCELLANEOUS    BAR    MILL    SHAPES 


BEVELED  CORNER  SQUARES 
*  M  1401 


*M  1402 


O 


MODIFIED  ROUND 


1778 


OCTAGONS 


M  1241 


M  1244 


IRREGULAR  HEXAGON 

*  M  1240 


*M1700 


ROUND   CORNERED   BARS 
*M1701       *M1704    *M1702     *M  1703   *M  1706 


Section 
Index 

Size, 
Inches 

Weight  per  Foot, 
Pounds 

*M  1401 

2  i£     x  2  M 

17.0 

*M  1402 

liz      £     1JA(t 

1.52 

*M  1778 

s      25/oc,    x      11/16 

1.63 

*M  1241 

mio  x  li  Vie 

8.1 

*M  1244 

4.7 

*M  1240 

lii       X   1  %6 

5.3 

*M  1700 

4.6 

*M  1701 

13/16    x  lyia 

4.2 

*M  1704 

1.19 

*M  1702 

1%6     X      1%6 

3.34 

*M  1703 

J^Ae  x    i%2 

1.67 

*M  1706 

0.87 

*  Furnished  only  by  special  arrangement. 


199 


CARNEGIE    STEEL    COMPANY 


ROUND  BEVEL  EDGE 


'* a- > 

SECTION  WITH  RADIUS  LESS  THAN  THICKNESS 


SECTION  WITH  RADIUS  EQUAL  TO  THICKNESS 


SECTION  WITH  RADIUS  GREATER  THAN  THICKNESS 


Width,  a, 
Inches 

Regular  Radius,  r, 
Inches 

Thickness, 
Inches 

Special  Radius,  r, 
can  also  be 
made  as  follows: 

IH 

% 

M  to  y* 

M,  %8.   %0.    J4 

m 

5Ae 

8/16  tO     H 

8/4c,    M,  ^ 

t'fjf 

5Ae 

H  to  J4 

%«,   M.  ^ 

1M 

5Ae 

%4tO    ^ 

8A6,   M,  H 

1>$ 

X 

%4  tO  %6 

3/16,   %6.    % 

1 

M 

7/64  tO  %fl 

%e,  5Ae,  ^ 

X 

%6 

H  to  M 

H,  M 

H 

%6 

H  to   M 

H.   M 

Unless  otherwise  specified,  the  regular  radius  will  be  furnished,  but  if  a  special  radius  is  desired  it 
should  be  specifically  stated  on  the  order. 
For  table  of  weights,  see  page  314. 
Sizes  not  included  in  above  list  promptly  arranged  for. 


200 


BEVEL    SECTIONS 


MISCELLANEOUS  ROUND  BEVELS 
M629  M  628  M  627 

^ 


I* 1H«— • 


M  1351 


!.  .....  Ulo  ..... 


M1359 


M135° 


M664 


M  671 


r" 

L.            1  * 

_y 

l  — 

1 

Section 
Index 

Width, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

M     629 

15/16 

IHe 

4.69 

M     628 

13/16 

Hi6 

4.24 

M     627 

11/18 

1%6 

3.34 

M     669 

*%« 

1S/W 

2.54 

M  1351 

1 

% 

2.01 

M     668 

1%6 

1%2 

1.42 

M     684 

1M 

5^ 

3.44 

M  1359 

l/^ 

% 

2.98 

M  1350 

i 

H' 

1.65 

M     665 

i 

% 

1.18 

M     664 

l 

H 

1.07 

M    671 

h 

*-i 

0.87 

201 


CARNEGIE    STEEL    COMPANY 


r 


MISCELLANEOUS  ROUND  BEVELS— Concluded 
M-689 

y^r/\  *-k 
LJ  ( 


M1337 


•-2"- 


M663 


M662 


M748 


M  749 


^ 

">k     1 

1 

i 


i^. j 


M685 


Section 
Index 

Width, 
Inches 

Thickness, 
Inches 

Weight 
per   Foot, 
Pounds 

M     689 

2 

y* 

3.31 

M  1337 

1?%2 

% 

1.52 

M     663 

2 

H 

2.11 

M     6Q2 

2 

%6 

1.72 

M    748 

2 

*%3 

4.3 

M     749 

1M 

«44a 

3.70 

M     685 

1M 

Y* 

2.92 

202 


BEVEL    SECTIONS 


BEVEL 

NOSE 

f  

-b  * 

, 

—  •-. 

~^^~^"~T 

0 

Section 
Index 

Width,  a, 
Inches 

Face,  b, 
Inches 

Nose,  c, 
Approximate 
Inches 

Thickness, 
Inches 

Weight 
per  Foot, 
Pounds 

M     989 

3X2 

1 

H 

H 

5.3 

M     970 

3 

2M 

Vie  ; 

M 

2.47 

M     969 

3 

2y2 

%4 

!%4  scant 

1.65 

M    515 

3 

2 

%6 

%e 

5.1 

M     514 

3 

2 

Ji 

y% 

4.5 

M    825 

3 

I1  Ho 

H 

1A 

4.3 

M    972 

3 

1M 

% 

y% 

3.29 

M    971 

3 

i/€ 

y% 

5/ie 

2.79 

M    992 

3 

i>^ 

%2 

M 

2.15 

M    513 

3 

IM 

He 

M 

2.03 

M    993 

3 

H 

H 

y* 

3.67 

M    516 

2^ 

i^ 

3/i« 

9/16 

4.1 

M     512 

2J£ 

1^2 

Ji 

y% 

3.61 

M    968 

2.y2 

1% 

H 

%6 

2.30 

M     517 

%y% 

1% 

%2 

%e 

2.36 

M     510 

2y2 

1% 

%2 

M 

1.83 

M     511 

2K 

1M 

y* 

i^ 

3.45 

M    991 

2J-2* 

1M 

%2 

M 

1.79 

M    994 

2^ 

H 

H 

y* 

3.13 

M     518 

2)4 

1M 

M 

y* 

3.61 

M     509 

2M 

l% 

M 

He 

3.19 

M     508 

2% 

\% 

M 

% 

2.66 

M    967 

2  % 

1% 

He 

/€ 

1.75 

M    990 

2K 

IK 

J^ 

M 

1.70 

M     506 

2      . 

t$i 

%4 

T/32 

1.38 

M     519 

2 

i 

%« 

%e 

3.19 

M     507 

2 

l 

H 

li 

2.76 

M     823 

2 

i 

%2 

M 

2.07 

M     829 

IM 

l%- 

Via 

%4  scant 

0.74 

M     826 

IX 

IM 

He 

1.97 

M     505 

1$ 

1%2 

%4 

M 

0.59 

M2271 

1%2 

2%2 

He 

%2 

0.56 

M     502 

1 

SA 

Vo4  full 

%4 

0.33 

M     959 

y* 

iVio 

VC4  full 

5/64  full 

0.21 

M     965 

18Ae 

% 

Ve4  full 

%4 

0.20 

M     979 

% 

%6 

%4 

%2 

0.22 

M    988 

K 

'            -%2 

y32 

%2 

0.35 

203 


CARNEGIE    STEEL    COMPANY 


BEVEL  EDGE 

* 

BEVEL  SHAFT,  BEVEL  WAGON  BOX,  TONGUE  CAP,,ETC. 

*  b  ,, 

^/         ^\ 

\t   ......        --a                    »i 

Width,  a, 
Inches 

Regular  Top,  b, 
Inches 

Thickness, 
B.W.G.  and  Inches 

Width  of  Top,  b, 
can  be  made  within 
the  following  limits: 

3 

28/ie 

No.  12  to  M 

1H  to  2% 

2K 

t-H 

No.  13  to  5,46 

IM  to2M 

2K 

iM 

No.  13  to  % 

IK  to2^ 

2M 

1H 

No.  13  to  % 

l      to  IK 

2 

•  i*/t 

No.  13  to  % 

1      to  IM 

1H 

1M 

No.  13  to  K 

K  to  IK 

ifc| 

i 

No.  13  to  H 

M  to  IM 

1H 

J%e 

No.  13  to  vie 

JV4e  to  1  K 

IM 

V&6 

No.  13  to  %a 

^  to  1  Vio. 

IM 

Ufa 

No.  13  to  Tie 

%e  to  1 

i 

H 

No.  14  to  f/ie 

K  to    K 

J%e 

%e 

No.  14  to  %9 

%e  to  i%« 

K 

K 

No.  14  to  %a 

%e  to     M 

*%6 

%• 

No.  14  to  M 

K  to  Hia 

% 

7Ae 

No.  14  to  M 

K  to     5^ 

JWe 

N 

No.  16  to  s/ie 

%6  tO      »/16 

M 

N 

No.  16  to  $ie 

5Ae  to     K 

Unless  otherwise  specified,  the  regular  top  will  be  furnished,  but  if  any  other  top  is  desired  it  should 
be  specifically  stated  on  the  order. 

For  table  of  weights,  see  pages  315  to  317,  inclusive. 

Sizes  not  included  in  above  list  promptly  arranged  for. 

204- 


BEVEL    SECTIONS 


BEVEL  EDGE— Continued 


M  1408 


-3 
M1736 


l«.  -----------  25/8? 

M1735 


214- 

M1689 


M  1727 


cEEEEji 


M  1678 


Section 
Index 

Width, 
Inches 

Face, 
Inches 

Bevel, 
Inches 

Thickness, 
B.W.G.and 
Inches 

Weight 
per  Foot, 
Pounds 

M  1408 

3 

2                        *A 

H 

3.29 

M  1736 

2iHj 

2  via 

%2 

1.61 

M  1735 

214 

I15/io 

%2 

No.  14 

0.59 

M  1689 

2 

IHio 

%2 

No.  14 

0.52 

M  1727 

in 

1%6 

%2 

%6 

1.05 

M  1678 

1  y±  scant 

17/64 

0.37 

205 


CARNEGIE    STEEL    COMPANY 


BEVEL  EDGE— Concluded 
M  620  M  699 


M1378 


M  1429 


~"t 

if 

....; 


M622 


M  1370 


M  977 


Section 
Index 

Width, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

M    620 

1%« 

l4i« 

4.07 

M    699 

15/io 

1^6 

2.94 

M  1378 

IH 

%6 

2.27 

M  1429 

i 

H 

1.73 

M    622 

i 

%6 

1.56 

M    705 

i 

y2 

1.33 

M  1370 

H 

ys 

0.84 

M    977 

H 

H 

0.80 

M    530 

3A 

%0 

0.65 

206 


BEVEL    SECTIONS 


MISCELLANEOUS  BEVELS 
M1406 


M  827 


M828 


M824 


6 

M  1870 


!  A 


Section 
Index 

Width, 
Inches 

Face, 
Inches 

Bevel, 
Inches 

*Toe, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

M  1406 

6 

4 

1 

%4 

« 

9.0 

6 

4 

15/64 

y2 

9.3 

M     827 

6 

4 

Hfc 

7/16 

8.0 

6 

4 

7/64 

^8 

6.7 

M     828 

6 

4 

%4 

%a 

5.7 

M     824 

6 

3M 

,  IX 

%4 

N 

6.6 

M  1870 

5H 

3^ 

%4 

M 

6.1 

*  Dimensions  given  are  approximate. 


207 


CARNEGIE    STEEL    COMPANY 


MISCELLANEOUS  BEVELS—  Continued 

ROUND  BEVEL  EDGE  SECTION 
M666 


DOUBLE  BEVELED   SECTION 
M  1304 


4" 


BELT   RAIL   SECTION 
M1038 


Section 
Index 

Width, 
Inches 

Face, 
Inches 

Bevel, 
Inches 

*Toe, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

M     666 

6H 

1% 

1,  1M 

i 

5*j, 

8.3 
6.4 

M  1304 

4H 

1H 

IM 

%6 

H 

H« 

4.2 
3.19 

M  1038 

4 

3M 

ji 

%4 

« 

6.6 

*  Dimensions  given  are  approximate. 


208 


BEVEL    SECTIONS 


MISCELLANEOUS  BEVELS— Continued 
M1722 


M  1723 


•2%, 


7     t 


M1724 


M  1725 


5  it 


1 

Weight 

Section 
Index 

Width, 
Inches 

Bevel, 
Inches 

Toe. 
Inches 

Thickness, 
Inches 

per   Foot, 
Pounds 

M  1722 

6H 

3^,2^ 

%,  5/16 

9/16 

9.5 

M  1723 

6M 

SM!  2% 

%,  y± 

9/16 

9.2 

M  1724 

5% 

3,       2% 

%,  %0 

3%4 

8.5 

M  1725 

5% 

3.       2%     \       %,  % 

3%4 

8.3 

M  1721 

5% 

3,       25-3     j       %,  % 

y% 

9.0 

209 


CARNEGIE    STEEL    COMPANY 


MISCELLANEOUS  BEVELS— Continued 


M300 


6^32 


DRILL   POINT  STEEL 
M  709 


Section 
Index 

Width, 
Inches 

Bevel, 
Inches 

Toe,          [     Thickness, 
Inches                Inches 

Weight 
per  Foot, 
Pounds 

6%2 

3,%4 

%e,  K 

tyfc 

11.3 

M  300 

6%2 

3%4 

%,  5Ae 

% 

10.0 

63/32 

3%4 

%e,  M 

%6 

8.7 

M  709 

3 

1^ 

H 

3/le 

1.59 

M  708 

3 

1^ 

Me 

H« 

1.28 

M  707 

2% 

i'H 

%6 

%• 

1.17 

M  706 

2J^ 

1M 

K 

M 

1.59 

210 


BEVEL    SECTIONS 


MISCELLANEOUS  BEVELS— Continued 
HINGE   PLATE   SECTIONS 


Section 
Index 


Width, 
Inches 


Face, 
Inches 


Toe, 
Inches 


Thickness, 
Inches 


Weight 

per   Foot, 

Pounds 


M  1375 

M  1374 
M  1373 
M  1372 


8.4 
6.9 

7.3 
6.0 
5.0 


211 


CARNEGIE    STEEL    COMPANY 


MISCELLANEOUS  BEVELS—  Continued 


M  1006 


SHARP  TOE  CALK  SECTIONS 
M  1005 


M  1004 


M  1003 


M  1002 

"ho" 


M  1001 


M  999 


WEDGE  BARS 
M925 


M  1049 


Section 
Index 


Toe, 

Inches 


Thickness 


Weight 
er  Foot, 

Pounds 


M  1006 
M  1005 
M  1004 
M  1003 
M  1002 
M  1001 
M  999 
M  1039 
M  925 
M  1049 


IHe 
1 

18A6 


%6 
1%6 


%2 


See  Cut 

%4 


%6 

%6 
!%2 

%e 

%6 


1.30 
1.17 
1.05 
0.82 
0.68 
0.53 
0.44 
1.30 
0.98 
0.30 


212 


BEVEL    SECTIONS 


MISCELLANEOUS  BEVELS—  Concluded 


M  1087 


M  1088 


M  1089 


„_„.,<_ 


M1083 


M  1084 

-45*4*. 


M  1085 


M  975 


M  898 


M  2372 


B 


Section 
Index 

Size, 
B.  W.  G.  and  Inches 

Weight  per  Foot, 
Pounds 

M  1087 

l%ex    i%a 

2.40 

M  1088 

IK   x    i%2 

2.02 

M  1089 

iys  x  i%2 

1.77 

M  1083 

l*4e  x  IVie 

3.34 

M  1084 

lVi«x    i%6 

2.54 

M  1085 

IMeX     5i 

1.02 

M    975 

1.05  x  No.  12 

0.38 

M    898 

1       x    94 

1.20 

M  2372 

%e  x     .225 

0.39 

213 


CARNEGIE    STEEL    COMPANY 


OVALS 


Width, 
Inches 

Thickness, 
Inches 

ix 

SA  to  % 

inclusive,  advancing  by  IGths. 

1H 

^  to  % 

"                   "          "    IGths. 

i 

M  to  % 

"   32nds. 

15/ie 

M  to  5i 

"   32nds. 

Ti 

M   to  % 

"   32nds. 

^le 

%e  to  »A« 

"   32nds. 

h 

%2  tO  %6 

"   32nds. 

H46 

5/32  tO    ^ 

"   32nds. 

y* 

H  to  H 

,    "                   "          "   32nds. 

*%2 

H  to%6 

"   32nds. 

»/16 

H  to^ie 

"   32nds. 

*%2 

H  to  H 

"   32nds. 

X 

%2  to  ys 

"   32nds. 

*%2 

%2    tO  5,46 

"   32nds. 

%6 

%2    tO   M 

"   32nds. 

!%2 

%2   tO   M 

"   32nds. 

% 

%2  to  M 

"   32nds. 

For  table  of  weights,  see  page  318. 

Sizes  not  included  in  above  list  promptly  arranged  for. 


BLUNT  OVALS 


Width, 
Inches 

Thickness, 
Inches 

*/s 

y%   to  %e  inclusive, 

advancing  by  32nds. 

%o 

H     tO%2 

"   32nds. 

y* 

ys  to  %6 

"   32nds. 

7Ao     . 

H  to%2 

"   32nds. 

H 

H  to%6 

"   32nds. 

For  table  of  weights,  see  page  318. 
Sizes  not  included  in  above  list  promptly  arranged  for. 

214 


OVALS 


MISCELLANEOUS  OVALS  AND  BLUNT  OVALS 

*M868 


c    01 


M  771 


M  2240 


f -2-"- 


M869 


M  874 


„ !3/4- *J- 


M876 


Section 
Index 

Width,                         Thickness, 
Inches                               Inches 

1 

Weight  per  Foot, 
Pounds 

*M     868 

2 

^ 

2.83 

M     771 

2 

& 

2.41 

M  2240 

2 

%6 

2.16 

M     873 

2 

%e 

2.12 

M     877 

2 

7/ie 

2.09 

M    869 

IX 

^ 

2.06 

M    874 

1M 

%6 

1.88 

M     867 

1M 

7Ao 

1.85 

M    876 

1%                                                 %6 

1.82 

*  Furnished  only  by  special  arrangement. 


215 


CARNEGIE    STEEL    COMPANY 


MISCELLANEOUS  OVALS  AND   BLUNT   OVALS—  Concluded 
M879 

M864                      Vs  

—  **^  \                        M  224 

2 

^f:^d       H^  ? 

^rfd 

^>  A 

!              03  " 

--  1%"— 

563        .                      M  875 

M  2241                           Mi 

'=£]CZI>^  #fCI 

^  ^    ^r'lC^""" 

^J 

M  859                            M  862                              M  861 

M  779 

M872 

'  C3  * 

)4 

M860 

Section                              Width, 
Index                               Inches 

Thickness,                   Weight  per  Foot, 
Inches                             Pounds 

M     879                              li  H« 
M     864                             ia%2 
M  2242                              1  y8 
M  2241                              1  YZ 
M    863                             1  Yz 
M    875                             1  Y2 
M    859                             1  H 
M    862                             li%2 
M     861                             l%2 
M     779                              l^ie 
M    872                               ey«4 
M    860                             IMe 

.942                                  4.3 
Tie                                1-83 
Tie                                1-68 
Tie                                1-58 
Tie                                1-57 
Tie                                1-56 
%                                 1-35 
Tie                                  1-49 
2Ve4                              0.97 
J%e                              2.25 

5%4                                               1-98 

5/ie                                0.98 

216 


BEVEL    SECTIONS 


HALF  OVALS 


Width, 
.                  Inches 

Thickness, 
B.  W.  G.  and  Inches 

4 

%  to  J^  inclusive,  advancing 

by  16ths. 

3M 

%6  tO    H 

"    16ths. 

zy2 

%o  to  X 

••  leths. 

3M 

5/l«  to  H       •' 

"    16ths. 

3 

%e  to  % 

"    16ths. 

2H 

5/4e  to  M 

"    16ths. 

2y2 

M  to  M 

"    16ths. 

2M 

M  to  % 

"    16ths. 

2 

M  to  H 

"    16ths. 

1% 

M  to»Ae        "                 "    s 

"    32nds. 

1% 

M  to  H 

"    32nds. 

ijif 

%6  tO   ^ 

"    32nds. 

1H 

H  to  y* 

"    32nds. 

IH 

y$  to  y8 

"    32nds. 

1M 

1A  to  ys 

"    32nds. 

1H 

1A  to  % 

"    32nds. 

i 

15/i6 

No.  12  to  ^ 
No.  12  to  % 

"    32nds. 
"    32nds. 

H 

No.  12  to  % 

"    32nds. 

13/i6 

No.  12  to  %e 

"    32nds. 

M 

No.  14  to  %6 

"    32nds. 

Hi« 

No.  14  to  %2 

"    32nds. 

N 

No.  14  to  %2 

"    32nds. 

%8 

No.  14  to  M 

"    32nds. 

K 

No.  14  to  %2 

"    32nds. 

7A6 

No.  15  to  %6 

"    32nds. 

N 

No.  15  to  %2 

"    32nds. 

For  table  of  weights,  see  page  319. 
Sizes  not  included  in  above  list  promptly  arranged  for. 

217 


CARNEGIE    STEEL    COMPANY 


MISCELLANEOUS  HALF  OVALS 
M835 


*M  1518 


—      —1.960"— 


*M819 


1.770 


1526 


•«  -----  1.482  ------  •» 


*M818 


fc- 1.580 " 


*M817 


1525 


-------  1.387-—- 


—  -1.291-"-— 


*M  816 


*  ----  1.195--  -* 


*M  1524 


1.100- 


*M815 


'  —  1.004  —  i>l 


*M  1523 


*M836 


Section 
Index 


Width, 
Inches 


Thickness, 
Inches 


Weight 

per  Foot, 

Pounds 


M  835 
*M  1518 
*M  819 
*M  1526 
*M  818 
*M  817 
*M  1525 
*M  816 
*M  1524 
*M  815 
*M  1523 
*M  836 


1.960 
1.770 
1.482 
1.580 
1.387 
1.291 
1.195 
1.100 
1.004 
0.909 
0.813 


0.560 
0.510 
0.423 
0.450 
0.396 
0.369 
0.341 
0.314 
0.287 
0.260 
0.232 


7.3 

2.64 
2.18 
1.51 
1.71 
1.32 
1.15 
0.98 
0.83 
0.69 
0.57 
0.45 


*  Furnished  only  by  special  arrangement. 


218 


OVALS 


MISCELLANEOUS  HALF  OVALS— Concluded 


M840 


U 2'/2- *" 


M834 


K , ;, 


M849 


M  1519 


M  1520 


Section 
Index 

Width, 
Inches 

Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

M     840 

2K 

H 

3.23 

M     834 

2  J^ 

%6 

1.97 

M     849 

2J4 

J€ 

1.52 

M  1519 

1% 

5/4e 

1.28 

M  1520 

y^ 

1%4 

0.25 

219 


CARNEGIE    STEEL    COMPANY 


SQUARES 

jSize 


Size     3/ie"  to  2",      inclusive,  advancing  by  64ths. 

Size  21/32"  to  3*^",  inclusive,  advancing  by  32nds. 

Size  39/i6"  to  5>2",  inclusive,  advancing  by  IGths. 
Squares  can  also  be  rolled  to  decimal  dimensions,  if  so  arranged. 
Squares %"  and  smaller  can  be  furnished  in  coils. 
For  tables  of  weights,  see  page  320. 


ROUND  CORNERED  SQUARES 

Size 


Q> 


Size  W  to  %",  inclusive,  advancing  by  64ths. 

Weights  approximately  the  same  as  weights  of  Squares  of  corresponding 
sizes. 


ROUNDS 

i  Diameter 


Q} 


Diameter    %2  "  to  1M".  inclusive,  advancing  by  64ths. 

Diameter  12%2"  to  3W,  inclusive,  advancing  by  32nds. 

Diameter  3%e''    to  7",      inclusive,  advancing  by  IGths. 
Rounds  can  also  be  rolled  to  decimal  dimensions,  if  so  arranged. 
Rounds  y%"  and  smaller  can  be  furnished  in  coils. 
For  tables  of  weights,  see  page  321. 

HALF  ROUNDS 


Diameter 

Diameter  %"    to    %",  inclusive,  advancing  by  64ths. 
Diameter  i%8"  to  1%",  inclusive,  advancing  by  16ths. 
Diameter  2",  2J^",  3". 
Weights  equal  one-half  of  weight  of  Rounds  of  corresponding  diameters. 


HEXAGONS 

Q]size 


Size     W  to  liHe",  inclusive,  advancing  by  32nds. 
Size  1%"  to  3^.6",    inclusive,  advancing  by  IGths. 
Size  3%6". 
For  tables  of  weights,  see  page  322. 

220 


FLAT   ROLLED  STEEL 


RECTANGULAR  AND 

CIRCULAR 

PLATES—  Carbon  Steel 

SHEARED  PLATES,  THREE-SIXTEENTH  INCHES  AND  UNDER,  EXTREME  SIZES 

Thickness, 
Inches, 

Weight, 
Lbs.  per 

Widths  and 

Lengths  in  Inches 

Diameter, 

68 

B.  W.  G. 

Sq.  Ft. 

74 

72 

70 

66 

64 

60          mcnes 

8/1  a 

7.65 

200 

220 

240 

250 

270 

320 

375 

77 

No. 

8 

6.73 

200 

210 

216 

230 

260 

280 

74 

No. 

9 

5.04 

1 

50 

1 

70 

190 

220 

240 

7 

0 

No.  10 

5.47 

144 

170 

200 

230 

68 

i 

4, 

5.  1O 

140 

150 

160 

6 

6 

No.  11 

*SeeNote 

140 

150 

160 

66 

No.  12 

*See  Note 

120 

130 

144 

64 

Thickness. 
Inches, 
B.  W.  G. 

Weight, 
Lbs.  per 
Sq.Ft. 

54 

48 

42 

36 

30 

24 

Diameter, 
Inches 

W 

• 

7.65 

400 

400 

400 

375 

375 

400 

77 

No. 

1 

6.73 

300 

340 

350 

350 

350 

340 

74 

No. 

3.04 

280 

30 

0 

3 

10 

? 

530 

330 

280 

7 

0 

No.  1 

b 

5.47 

240 

26 

0 

2 

70 

j 

500 

300 

260 

6 

8 

1A 

5.10 

200 

220 

230 

260 

260 

260 

66 

No.  11 

*See  Note 

;    200 

220 

230 

260 

260 

260 

66 

No.  12 

*See  Not< 

J     180 

200 

220 

240 

240 

240 

64 

Rectangular  Plates  3Ae"  thick,  over  74" 

wide  and  Circular  Plates  8Ae"  thick,  over  77"  diameter 

can  be  furnished  to  gage  only  and  only  under  certain  conditions.    Such  sizes  hould  be  submitted  for 

special  consideration. 

*  Plates  lighter  than  Ys"  should 

be  specified  to  gage  only,  as  it  is  not  practicable  to  furnish  such 

light  plates  to  weight. 

Plates  of  greater  dimensions  than  shown  in  above  table,  may  be  submitted  for  special  consideration. 

RECTANGULAR 

UNIVERSAL  PLATES—  Carbon  Steel 

UNIVERSAL  MILL  PLATES, 

ONE-FOURTH 

INCH  AND  OVER,  EXTREME  SIZES 

Thick- 

Weight. 

Widths  and 

Lengths  in  Inches 

ness, 

Lbs 

per 

I                       | 

Inches 

Sq. 

Ft. 

48-46' 

15-41 

40-36 

35-31 

30-26 

25-  2( 

319-17 

16-15 

14-12 

11 

10-6| 

M 

10.20 

102C 

1020 

1020 

1020 

540 

540 

fft 

12 

75 

1020 

1020 

1 

140 

12 

60 

132 

0 

132C 

1080 

1080 

1080 

600 

600 

H 

15.30 

1200 

1200 

1320 

1380 

1380 

138C 

1080 

1080 

1080 

900 

840 

17 

85 

1320 

1320 

1 

380 

13 

80 

135 

0 

138C 

1080 

1080 

1080 

900 

840 

^ 

20.40 

1380 

1380 

1380 

1380 

1380 

138C 

1080 

1080 

1080 

1020 

840 

»Ao 

22 

95 

1380 

1380 

1 

380 

13 

80 

13S 

0 

138C 

1080 

1080 

1080 

1020 

840 

25.50 

1380 

1380 

1380 

1380 

1380 

138C 

1080 

1080 

1080 

1020 

840 

'AA 

30.60 

1353 

1357 

1363 

1372 

1380 

138C 

1080 

1080 

1080 

900 

840 

H 

35 

70 

1160 

1163 

1 

169 

11 

77 

US 

s 

1203 

1080 

1080 

1080 

900 

840 

1 

40.80 

1015 

1018 

1023 

1030 

1039 

1052 

1080 

1080 

1080 

900 

840 

1  % 

45 

90 

903 

905 

HO 

9 

16 

92 

4 

936 

1080 

1080 

1080 

840 

840 

i  % 

51 

00 

812 

814 

818 

824 

832 

842 

1071 

1080 

1080 

840 

840 

i  % 

56 

10 

738 

740 

744 

7 

49 

7£ 

6 

766 

973 

1080 

1080 

840 

840 

i  /^ 

61 

20 

677 

6^9 

382 

6 

87 

66 

3 

702 

892 

1059 

1080 

840 

840 

1  5^ 

66.30 

625 

626 

629 

634 

640 

64S 

823 

978 

1080 

840 

840 

1  M 

71 

40 

580 

581 

584 

5 

88 

5£ 

4 

601 

765 

908 

1038 

720 

720 

\y^ 

76.50 

541 

543 

545 

549 

554 

561 

714 

847 

968 

660 

720 

2 

81 

.60 

507 

509!    511 

515 

519 

526 

669      794 

907 

600 

720 

Plates  of  greater  dimensions  than  shown  in  above  table,  may  be  submitted  for  special  consideration. 

221 


CARNEGIE    STEEL    COMPANY 


RECTANGULAR  AND  CIRCULAR  PLATES—  Carbon  Steel 

SHEARED  PLATES,  ONE-FOURTH  INCH  AND  OVER,  EXTREME  SIZES 

Thick- 

Weight, 

Widths  and  Lengths  in  Inches 

Diam., 

ness, 

Lbs.  per 

Inches 

Inches 

Sq.  Ft. 

132 

126 

120 

114 

108 

102 

96 

90 

84 

78 

M 

10.20 

175 

250 

280 

300 

330 

375 

400 

115 

5Aa 

12.75 

240 

270 

320 

360 

380 

420 

440 

460 

120 

X 

15.30 

180 

240 

270 

320     365 

380 

410 

450 

500 

550 

132 

7Ae 

17.85 

200 

270 

300 

360     370 

410 

430 

460 

510 

550 

132 

1A 

20.40 

240 

270 

320 

365     400  1  450     480 

510 

550 

580 

134 

9A  6 

22.95 

240 

270 

330 

373 

420     470     500 

530     570 

600 

134 

H 

25.50 

240 

300 

350 

390 

450 

500 

520 

540     600 

620 

134 

"Ao 

28.05 

240 

300 

360 

420     450 

500 

520 

540     600 

620 

134 

M 

30.60 

240 

300 

360 

400 

450 

490 

520 

540     600  •  620 

134 

i%e 

33.15 

240 

300 

340 

385 

440 

490 

510 

530     600     620 

134 

H 

35.70 

240 

300 

330 

375 

440 

480 

510 

530     600 

620 

134 

1 

40.80 

240 

300 

300 

340 

440 

460 

500 

530     580 

600 

134 

lj| 

45.90 

240 

300 

300 

330 

410 

440 

450 

500     550 

580 

132 

1M 

5  1:00 

230 

270 

300 

310 

380 

400 

420 

490     530 

550 

132 

1^6 

61.20 

210 

230 

260 

280 

330 

320 

340 

420 

440 

480 

132 

1M 

71.40 

200 

200 

220 

240 

280 

270 

300 

380 

380 

410 

132 

2 

81.60 

180 

180 

190 

210 

240 

240 

260 

320 

330 

360 

132 

2^ 

91.80 

132 

160 

170 

190 

210 

210 

230 

280 

295 

320 

132 

Thick- 

Weight-, 

Diam. 

ness, 

Lbs.  per 

72 

66 

60 

54 

50 

48 

42 

36 

30 

24 

Inches 

Inches 

Sq.Ft. 

, 

s-i 

10.20 

430 

475 

525 

530 

530 

530 

530 

530 

530 

530 

115 

%0 

12.75 

480 

500 

560 

550 

575 

575 

550 

550 

550 

580 

120 

H 

15.30 

600 

600 

620 

620 

620 

620 

600 

580 

600 

600 

132 

7Ae 

17.85 

600 

630 

630 

640 

640 

640 

600 

580 

600 

600 

132 

1^ 

20.40 

610 

630 

630 

640 

640 

640 

600 

580 

630 

600 

134 

94c 

22.95 

620 

640 

640 

640 

640 

640 

600 

580 

630 

600 

131 

H 

25.50 

620 

640 

640 

640 

640 

640 

600 

580 

600 

600 

134 

XVl6 

28.05 

620 

640 

640 

640 

640 

640 

600 

580 

600 

580 

134 

M 

30.60 

620 

640 

640 

640 

640 

640 

600 

580     600 

580 

134 

1%6 

33.15 

620 

640 

640 

640 

640 

640 

600 

580     570 

550 

134 

Ji 

35.70 

620 

640 

640 

640 

640 

640 

600     580     550 

550 

134 

1 

40.80 

600 

630 

630 

640 

640 

640 

580     580     520 

530 

134 

1  Ixg 

45.90 

580 

620 

620 

640 

640 

640 

580     580     520 

500 

132 

1M 

51.00 

550 

600 

600 

600 

600 

600 

560 

560     520 

450 

132 

1H 

61.20 

530 

600 

600 

600 

600 

600 

540 

540     470 

430 

132 

1M 

71.40 

450 

490 

550 

550 

550 

550 

540     540     430 

380 

132 

2 

81.60 

400 

440 

480 

500     500 

500 

500     500     400 

350 

132 

2K 

91.80 

350 

390 

420 

450     450 

450     450     450     300 

200 

132 

Plates  48"  wide  and  under  can  also  be  rolled  on  Universal  Mills. 

For  greater  length  and  Universal  Mill  Sizes,  see  Universal  Mill  Plate  Table. 

Plates  of  greater  dimensions  than  shown  in  above  tables  may  be  submitted  for  special  consideration. 

222 


FLAT    ROLLED    STEEL 


RECTANGULAR  PLATES—  Nickel  Steel 

SHEARED  PLATES,  ONE-FOURTH  INCH  AND  OVER, 

EXTREME  SIZES 

Thick- 
ness, 
Inches 

Widths  and  Lengths  in  Inches 

102 

96 

90 

84      78 

72      66 

60 

54 

50 

48      42 

36 

30      24 

X 

260 

240  240 
260   270 

260 
300 

280 
310 

280 
310 

280 
340 

280 
340 

280 
340 

260   260 
310   310 

m 

260 

280 
300 

340 
360 

390 
400 

420 
430 

450  500 
480  520 

500 
520 

500 
520 

500 
520 

480 
500 

450 
490 

450 
490 

430  430 
480  480 

K 

270 

320 

380 

420 

460 

485   520 

520 

520 

520 

500 

490 

490 

480  480 

H 

270 
270 
260 

320 
300 
300 

380 
355 
355 

420 
390 
390 

460 
440 
440 

485   520 
480  520 
460  490 

520 
520 
500 

520 
520 
500 

520 
520 
500 

500 
500 
500 

490 
500 
500 

490 
500 
480 

480   480 
480   450 
480   450 

7A& 
1 

260 
260 
260 
260 
250 
240 
230 

300 
300 
300 
290 
270 
260 
260 

355 
355 
355 
320 
295 
290 
290 

390 
390 
390 
370 
330 
315 
290 

440 
440 
440 
400 
375 
330 
310 

450   460 
440  460 
440  460 
430  440 
400  410 
350   360 
330  350 

500 
480 
480 
460 
420 
380 
370 

500 
500 
480 
480 
440 
390 
390 

500 
500 
480 
480 
440 
400 
390 

500 
500 
480 
480 
440 
400 
390 

500 
500 
480 
480 
440 
420 
390 

480 
480 
480 
440 
440 
420 
380 

480  1  450 
460   440 
450  440 
420   420 
420   420 
400   400 
380   360 

IM 

220 

230 

250 

270   300 

310  330 

350 

370 

390 

390 

360 

340 

340   320 

2 

210 

230 

250  260  290  1295   310 

330   350 

370 

370 

340 

320 

320   290 

RECTANGULAR  PLATES—  Nickel  Steel 

UNIVERSAL  MILL  PLATES,  ONE-FOURTH  INCH  AND  OVER,  EXTREME  SIZES 

Thick- 
ness, 
Inches 

Widths  and  Lengths  in  Inches 

48-46 

45-41 

40-36 

35-31 

30-26 

25-20 

19-17 

16-15 

14-12 

11 

10-6  i 

H 

660 

660 

660 

540 

540 

%6 

540 

540 

600 

660 

720 

780 

780 

780 

780 

600 

600 

X 

720 

720 

780 

840 

960 

960 

1020 

1020 

1020 

900 

840 

%6 

840 

840 

960 

1020 

1080 

1080 

1020 

1020 

1020 

900 

840 

Vz 

960 

960 

1080 

1140 

1200 

1200 

1020 

1020 

1020 

1020 

840 

9A& 

960 

960 

1080 

1140 

1200 

1200 

1020 

1020 

1020 

1020 

840 

y* 

900 

900 

1020 

1080 

1140 

1140 

1000 

1000 

1020 

1020 

840 

% 

840 

840 

960 

1020 

1080 

1080 

1000 

1000 

1020 

900 

840 

7A 

780 

780 

840 

9( 

30 

960 

960 

1000 

1000 

1000 

900 

840 

1 

720 

750 

780 

816 

840 

900 

1000 

1000 

1000 

900 

840 

1H 

640 

667 

693 

725 

744 

800 

1000 

1000 

1000 

840 

840 

IJi 

575 

600 

624 

652 

672 

720 

1000 

1000 

1000 

840 

840 

1% 

525 

545 

567 

593 

600 

655 

970 

1000 

1000 

840 

840 

\Yt 

480 

50Q 

520 

544 

540 

600 

890 

1000 

980 

840 

840 

\Y^ 

444 

461 

480 

502 

504 

554 

820 

978 

980 

840 

840 

i% 

410 

428 

445 

466 

480 

514 

765 

908 

980 

720 

720 

1  7^ 

384 

400 

416 

435 

444 

480 

710 

847 

968 

660 

720 

2* 

360 

375 

,    390 

408 

420      450 

670 

794 

908 

600 

720 

All  sizes  of  Rectan 
specified  to  gage  only. 
foot. 

rular  Nickel  Steel  Plates  given  in  above  tables  under  %"  thick  should  be 
Plates  W  thick  and  over  can  be  rolled  to  either  gage  or  weight  per  square 

223' 


CARNEGIE   STEEL    COMPANY 


SQUARE  EDGE  FLATS 
K— Width--*, 

Thickness 


%"    to  3",    wide,     x  any  thickness  H"  up  to  width. 

Over  3"       to  5",    wide,     x  any  thickness  %"  to  3",  inclusive. 

Over  5"       to  7",    wide,     x  any  thickness  %"  to  2",  inclusive. 

Over  7"       to  7^",  wide,  x  any  thickness  %a"  to  \Yz" ',  inclusive- 

Over  ly^"  to  8",    wide,     x  any  thickness  r/i6"  to  1",      inclusive. 
Sizes  not  listed  will  be  considered. 
For  tables  of  weights,  see  pages  280  to  284,  inclusive. 


NUT  STEEL  FLATS 

All  sizes  of  Nut  Steel  Flats  within  the  range  of  Square  Edge  Flats  can  be 
furnished.  Some  of  the  smaller  sizes  can  be  furnished  in  coils. 
For  tables  of  weights,  see  pages  280  to  284,  inclusive. 


BAND  EDGE  FLATS 

f--'- Width -*.   i 


Thickness 


%e 


to  1", 

1  He"  to  2", 
2;M6"  to  3", 

3  He"  to  33^" 
3%6"  to  4", 

4  He"  to  W 

4%6"  to  5y16 

5J^"  to  6M" 


wide,  x  No.  18  to  No.  4  B.W.G. 
wide,  x  No.  19  to  No.  4  B.W.G. 
wide,  x  No.  22  to  No.  4  B  W.G. 
wide,  x  No.  23  to  No.  4  B.W.G. 
wide,  x  No.  22  to  No.  4  B.W.G. 
wide,  x  No.  21  to  No.  1  B.W.G. 


wide,  x  No.  20  to  No.      B.W.G. 

wide,  x  No.  19  to  No.      B.W.G. 

wide,  x  No.  18  to  No.      B.W.G. 

wide,  x  No.  17  to  No.      B.W.G. 

wide,  x  No.  16  to  No.      B.W.G. 

wide,  x  No.  14  to  No.      B.W.G. 

wide,  x  No.  12  to  No.  1  B.W.G. 

wide,  x  No.  12  to  No.  1  B.W.G. 
From  %"  to  9^",  intermediate  widths  can  be  furnished. 
Over  Q%"  in  width,  the  size,  listed  is  the  only  one  which  is  rolled,  but 
intermediate  widths  will  be  considered. 

Weights  are  approximately  the  same  as  weights  of  Flat  Rolled  Steel,  pages 
268  to  273,  inclusive. 


SKELP 

All  sizes  within  the  range  of  Sheared  Plates,  Universal  Mill  Plates,  and 
Band  Edge  Flats  can  be  furnished. 

For  tables  of  weights,  see  pages  268  to  306,  inclusive. __ 

224 


FLAT   ROLLED   STEEL 


ROUND  EDGE  FLATS,  INCLUDING  ROUND  EDGE  TIRE 

,-r-Over-all  Measure*, 
j  p  Face  Measure-*;  | 

~1  iThickness 


%"  to  %o",      wide,  x  No.  12  B.W.G.  to  Y±"  Face  Measure  only. 

W  to  %0"       wide,  x  No.  12  B.W.G.  to  %c"  Face  or  Over-all  Measure. 

H"  to  itte",    wide,  x  No.  12  B.W.G.  to  %"  Face  or  Over-all  Measure. 

%"  to  1%6//,    wide,  x  No.  12  B.W.G.  to  J£"  Face  or  Over-all  Measure. 

J£"  to  l7/io",    wide,  x  No.  12  B.W.G.  to  %"  Face  or  Over-all  Measure. 

1J-3"  to  2",         wide,  x  No.  12  B.W.G.  to  1"     Face  or  Over-all  Measure. 

2>g"  to  3",         wide,  x  y%"  to  1"     Face  or  Over-all  Measure. 

3^s"  to  4",         wide,  x  M"  to  1"     Face  or  Over-all  Measure. 

4}/g"  to  6",         wide,  x  %«"          to  1"     Face  or  Over-all  Measure. 

Also  Round  Edge  Flats: 

6"      to  e^e",  wide,  x  M"  to  H"  Face  or  Over-all  Measure. 

6%"  to  7",        wide,  x  M"          to  H"  Over-all  Measure  only. 

The  Over-all  Measure  is  determined  by  adding  to  Face  Measure: 

One-half  of  the  thickness  for  all  sizes  up  to  H".  inclusive,  in  thickness. 
%6"  for  all  sizes  over  J$"  to  %",  inclusive,  in  thickness. 
Yi"  for  all  sizes  over  %"  in  thickness. 
Sizes  not  listed,  and  other  roundings,  will  be  considered. 
For  tables  of  weights,  see  pages  310  to  313,  inclusive. 


OVAL  EDGE  FARM  WAGON  TIRE 


!  Thickness 


1"      to  iy8",  wide,  x  M"  to  11/32" 
IX"  to  2fg"  wide,  x  M"  to  M" 
2M"  to  3M",  wide,  x  y^"  to  l/r 
3^"  to  4",      wide,  x  %"  to  1" 

The  Over-all  Measure  is  determined  by  adding  to  Face  Measure: 
Vic"  for  sizes  J^"     to  -yio",    inclusive,  in  thickness. 

%»"  for  sizes  over  %«"    to  7/Kj",    inclusive,  in  thickness. 
H"  for  sizes  over  VIK"    to  JVio",  inclusive,  in  thickness. 
}-i"  for  sizes  over  Hi«"  to  1",      inclusive,  in  thickness. 
Sizes  not  listed  will  be  considered. 

225 


CARNEGIE    STEEL    COMPANY 


ROUND  EDGE  TOE  CALK 


I  Thickness 


W  to    %",  wide,  x  »A»"  %"  to  1 H".  wide,  x  ft" 

%0"  to  I",      wide,  x  J£"  ^"  to  I",      wide,  x  »A0" 

3^"  to  1",      wide,  x  5/10"  %»  to  IK"  wide,  x  %" 

%6"  to  1",      wide,  x  ys"  %"  to  1  y±"  wide,  x  M" 

H"  to  I",      wide,  x  %«" 
The  Over-all  Measure  is  determined  by  adding  to  Face  Measure: 

Vie"  for  sizes  %o",  W,  and  »M'  in  thickness. 

%2"  for  sizes  %",  Tie",  H".  9/i«".  ^i".  and  M"  in  thickness. 

Sizes  not  listed  will  be  considered. 


ROUND  EDGE  SPRING  STEEL 

,«— Width-*; 

'(  T'l  Thickness 

%"  to  ISAQ",  wide,  x  K"  to  H" 

J£"  to  lH"t  wide,  x  H"  to  %" 
!9Ae"to  4",      wide,  x  M"  to  1" 
4J^"  to  7",      wide,  x  %"  to  MJ" 
Sizes  not  listed  will  be  considered. 
For  tables  of  weights,  see  pages  312  and  313. 

ROUND  EDGE  BABY  CARRIAGE  SPRING  STEEL 

*-  Width --* 

I  y*  Thickness 

H"  to  %e",    wide,  x  No.  13  B.W.G.  to  %6" 
5i"  to  1^",  wide,  x  No.  13  B.W.G.  to  M" 
Sizes  not  listed  will  be  considered. 
For  tables  of  weights,  see  pages  312  and  313. 

ROUND  EDGE  CONCAVE  OR  VEHICLE  SPRING  STEEL 

r Width >. 


:  Thickness 


1"      and  IVic",  wide,  x  No.  6  to  No.  00  B.W.G. 
1  Ys"  to    2",       wide,  x  No   7  to  No.  00  B.W.G. 
2H6"  to    2W,  wide,  x  No.  7  to  %e" 
2%e"  to    3",       wide,  x  No.  6  to  %e" 
3He"to    4^",  wide,  x  M"  to   H" 
Sizes  not  listed  will  be  considered. 


228 


RAIL    SECTIONS 


A.  S.  C.  E.  RAILS 


r—  -2%,"--  -i 


Rails 

Splice  Bars 

Ind'eT 

Depth, 
Inches 

Width 

per  Yard, 
Pounds 

Regular 

Miscellaneous 

Duquesne 

Base, 
Inches 

Head, 
Inches 

10040 

5M 

5M 

2M 

100 

S  10040 

D  10040 

9040 

5H 

5% 

2ys 

90 

S    9040 

S  10030 
S  10032 

D     9040 
D  10032 

8540 

5%6 

53/16 

2%o 

85 

S    8540 

D     8540 

8040 

5 

5 

2>A 

80 

S    8040 

S     8040  A 
S     8040  B 
S     9030 

D     8040 
D     9030 

227 


CARNEGIE    STEEL    COMPANY 


RAILS—  Concluded 


Rails 


Splice  Bars 


Section 
Index 

Depth, 

Inches 

Width 

Weight 
per  Yard, 
Pounds 

Regular 

Miscellaneous 

Duquesne 

Base, 
Inches 

Head, 
Inches 

7540 

413/10 

4*%« 

2i%3 

75 

S  7540 

D  7540 

7040 

4^ 

4H 

fi%« 

70 

S  7040 

S  7040  A 

D  7040 

S  7040  C 

6540 

4%e 

4%o 

2i%o 

65 

S  6540 

6040 

4M 

4^ 

2% 

60 

S  6040 

D  6040 

5540 

4  Mo 

4  Me 

2^ 

55 

S  5540 

S  5540  A 

5040 

3Ji 

3^ 

2>i 

50 

S  5040 

228 


RAIL    SECTIONS 


AMERICAN  RAILWAY  ASSOCIATION  RAILS 

SERIES  A 


Rails 

Splice  Bars 

Section 
Index 

Depth, 
Inches 

Width 

Weight 
per  Yard, 
Pounds 

Regular 

Duquesne 

Base, 
Inches 

Head, 

Inches 

10020 
9020 
8020 
7020 
6020 

6 

5  J^ 

4M 
4 

2%6 

100 
90 
80 
70 
60 

S  10020  A 
S     9020 
S     8020 
S     7020 
S     6020 

D  10020 
D     9020 

229 


CARNEGIE    STEEL    COMPANY 


AMERICAN  RAILWAY  ASSOCIATION 
SERIES  B 

~^,'1*'          : 

RAILS 

S    8G30 

fp^O 

^       TfW"   ^1 

r    r^Li^ 

^  •       *M| 

*?|f|-  ^^    10030 

i   e*                     ViR     i 

|  i_             J>4^^ 

„ 

K  —  2//r  —  ** 

'IT*                                                 '  C 

•  \'s^~  '   f**\                 ~^\' 

!  ^-LJ      !?  -5 

•j     nl 

~fN*.A  1?**-^%*    9030                      ^-s<85          12"**d- 

|7            5/5/lL                            i^         J> 

^jfl^j^     !li5_ 

i                 l                  !                      ! 

I  •                             j49/"                            1                                            , 

-    n 

Rails                                                                 Splice  Bars 

Width                 WQ;^+ 

cWtian          Dpntli                                                          Weignt 

neous       Duquesne 

•sfcr    Er&    B.,.    a.  p--,  ue^  «^ 

10030        5*%*         5%4          22y32          100       S10030B    S  100, 

9030        5i%4         4*%4         2»Ae              90       S  9030B    S     80^ 
S    80< 
S     80^ 

8030        4i%«         47^,,          27/ie              80       S  8030       S     70^ 
S     70- 

}2            D  10030 
D  10032 
D     9040 

10            D     9030A. 
10  B        D     8040 
10  E 

10            D     704O 
tO  A 

230 


RAIL    SECTIONS 


MISCELLANEOUS  RAILS 


3 


Rails 

Splice  Bars 

Wi 

1th 

Weight 

Index 

Inches 

Base, 
Inches 

Head, 
Inches 

per  Yard, 
Pounds 

Regular 

Miscellaneous 

Duquesne 

H3031 

&5A 

3 

130 

S  13031 

.. 

*  Furnished  only  by  special  arrangement. 


231 


CARNEGIE    STEEL    COMPANY 


MISCELLANEOUS  RAILS— Continued 

r— -2%-— 


E3D 


j_j. 


Section 
Index 

Depth, 
Inches 

Width 

Weight 
per  Yard, 
Pounds 

Regular 

Miscellaneous 

Duquesne 

Base, 

Inches 

Head, 
Inches 

*10077 

529/32 

5%6 

2  % 

100 

*10031 

5  Hie 

5 

2*%4 

100 

D  10031  A 

S  10031 

S  10031  A 

D  10031  A 

*  10032 

5% 

5^ 

221/30 

100 

D  10032       '      S  10032 
S  10030 

D  10032 
D  10030 

S     9040 

D    9040 

100  H 

5*A 

5^ 

2i%0 

100 

D  100  H 

*Furnished  only  by  special  arrangement. 


232 


RAIL  SECTIONS 


MISCELLANEOUS  RAILS— Continued 


Rails 

Splice  Bars 

Section 
Index 

Depth, 
Inches 

Width 

Weight 
per  Yard, 
Pounds 

Regular 

Miscellaneous 

Duquesne 

Base, 
Inches 

Head, 
Inches 

*8575 

5M 

4^ 

2^ 

85 

S  8575 

*8531 

5K 

4^g 

2^ 

85 

S  8531 

D  8531 

8550 

5%2 

5M 

2i%2 

85 

S  8550 

D  8040 

85  H  1    5 

5 

2»/i« 

85 

S  85  HA 

D  85  H 

*Furnished  only  by  special  arrangement. 


233 


CARNEGIE    STEEL    COMPANY 


MISCELLANEOUS  RAILS—  Continued 


i_i 


Rails 

Splice  Bars 

Section 
Index 

Depth, 
Inches 

Width 

Weight 
per  Yard, 
Pounds 

Regular 

Miscellaneous 

Duquesne 

Base, 
Inches 

Head, 
Inches 

*85G 

5M 

5^ 

2y2 

85 

*85N 

5^6 

5%6 

22l/3-2 

85 

8022 

sys 

5 

22%2 

80 

S  8022 

D  8522 

*8077 

5 

5 

2/i 

80 

S  8077 

S  8040 

D  8040 

S  8040  B 

D  9030 

S  8040  E 

S  8550 

*Fnrnished  only  by  special  arrangement. 


234 


RAIL    SECTIONS 


MISCELLANEOUS  RAIL$—  Continued 


....4%'—  —  ~ 


2V—  - 


4/V- 


72.8-75 


Rails 

Splice  Bars 

Section 
Index 

Depth, 
Inches 

Width 

Weight 
per  Yard, 
Pounds 

Regular 

Miscellaneous 

Duquesne 

Base, 
Inches 

Head, 
Inches 

7523 

5 

5 

2%8 

75 

S  7523 

*7577 

4*%* 

4>£ 

2J^ 

75 

S  7577 

D  7577 

7550 

4M 

4M 

2%a 

75 

S  7550 

S  7040 
S  7040  A 
S  7040  C 

*72.8-75 

p%« 

4M 

2^ 

72.8 

S  72.8-75 

^Furnished  only  by  special  arrangement. 


235 


CARNEGIE    STEEL    COMPANY 


MISCELLANEOUS  RAILS— Concluded 


Rails 

Splice  Bars 

Section 
Index 

Depth, 
Inches 

Width 

Weight 
per  Yard, 
Pounds 

Regular 

Miscellaneous 

Duquesne 

Base, 
Inches 

Head, 
Inches 

7033 

4^ 

±1A 

2%6 

70 

S  7033 

S  7033  A 
S  7033  B 

D  7033 

6733 

4^ 

4M 

2  1%2 

67 

S  7033 
S  7033  A 
S  7033  B 

D  7033 

6033 

4M 

4i%4 

2  21/04 

60 

S  7033 
S  7033  A 
S  7033  B 

D  7033 

5633 

4M 

*1A 

2M 

56 

S  7033 
S  7033  A 
S  7033  B 

D  7033 

RAIL    SECTIONS 


LIGHT  RAILS 


K 3% ->! 


3040 


1^ 


Rails 

Splice  Bars 

Section 
Index 

Depth, 
Inches 

Width 

Weight 
per  Yard, 
Pounds 

Regular 

Base, 
Inches 

Head, 
Inches 

4540 
4040 
3540 
3040 

3  1:Vl6 

35/ie 

2 

45 
40 
35 
30 

S  4540 
S  4040 
S  3540 
S  3040 

237 


CARNEGIE    STEEL    COMPANY 


LIGHT  RAILS— Concluded 


k- 


Rails 


Splice  Bars 


Section 
Index 


Depth, 


Width 


Inches 


Head, 
Inches 


Weight 

per  Yard, 

Pounds 


2540 
2040 
1640 
1440 
1240 
1040 
840 


25 
20 
16 
14 
12 
10 
8 


Regular 


S  2540 
S  2040 
S  1640 
S  1440 
S  1240 
S  1040 
S  840 


238 


SPLICE    BAR    SECTIONS 


SPLICE  BARS 

A.  S.  C.  E.  RAILS 


s-  S  8540 


r^fi     r'^i 
4«g3g39 

I  *:T      llurar — ! 


j^-lW-. 


Splice  Bars 


Rails 


Section  Index 


Weight  per  Foot, 
Pounds 


Section  Index 


S  10040 

S  9040 

S  8540 

S  8040 

S  7540 

S  7040 

S  6540 

S  6040 

S  5540 

S  5040 


15.8  unfinished 

13.5 

12.4 

11.5 

10.7 

10.0 

9.2 

8.4 

7.5 

6.62 


10040 

9040,  10030,  10032 
8540 

8040,  9030,  8077 
7540 
7040 
6540 
6040 
5540 
5040 


239 


CARNEGIE    STEEL    COMPANY 


SPLICE  BARS— Continued 
A.  R.  A.  RAILS — SERIES  A 


S  10020  A 


v8/?y^i     L5C.J :_4p|Zffid 


Splice  Bars 


Rails 


Section  Index 

Weight  per  Foot, 
Pounds 

Section  Index 

S  10020  A 
S     9020 
S     8020 
S     7020 

18.80  unfinished 
16.64 
13.43 
11.64 

10020 
9020 
8020 
7020 

S     6020 


10.63 


240 


SPLICE    BAR    SECTIONS 


SPLICE  BARS— Continued 
A.  R.   A.   RAILS— SERIES  B 


1/8  c  10030  B 

12Rad. 


S£030B 

12  Rad. 


Splice  Bars 

Rails 

Section  Index 

Weight  per  Foot, 
Pounds 

Section  Index 

S  10030  B 
S     9030  B 
S    9030  C 
S     8030 

17.51  unfinished 
15.06          " 
13.84 
12.65 

10030,  10032,  9040 
9030 
9030 
8030 

241 


CARNEGIE    STEEL    COMPANY 


SPLICE  BARS— Continued 
MISCELLANEOUS  RAILS 


Splice  Bars 

Rails 

Section  Index 

Weight  per  Foot, 
Pounds 

Section  Index 

*S  13633 
*S  13031 
*S  10031 
*S  10031  A 
*S  10032 

25.47  unfinished 
25.13 
16.2 
17.03 
14.6 

13031 
10031 
10031 
10032,  10030,  9040 

*  Furnished  only  by  special  arrangement. 


242 


SPLICE    BAR    SECTIONS 


SPLICE  BARS— Continued 
MISCELLANEOUS  RAILS— Continued 


S  10020  F 


.(. :7^&y,       UEJL* 

le 3-"_____J^'  h- 


S8550 


^L.JE35g 


Splice  Bars 


Rails 


Section  Index 


Weight  par  Foot, 
Pounds 


Section  Index 


*S  10022 
S  10020  F 
S  9020  D 

*S  8575 
S  8550 
S  8540  F 
S  85  HA 

*S     8531 


14  5    unfinished 

20.4 

16.60 

13.2 

11.9 

1462 

12.0 

14.1 


10020 
9020 
8575 
8550 

85  H 
8531 


*  Furnished  only  by  special  arrangement. 


243 


CARNEGIE    STEEL    COMPANY 


SPLICE  BARS— Continued 
MISCELLANEOUS  RAILS— Continued 


-  S  8040  B 


S  8040  E 


Rails 


Section  Index 

Weight  per  Foot, 
Pounds 

Section  Index 

S  8022 

11.56  unfinished 

8022 

S  8040  B 

12.50 

8040,  9030,  8077 

S  8077 

12.48 

8040,  9030,  8077 

S  8040  E 

12.89 

8040,  9030,  8077 

S  7523 

10.30 

7523 

S  7550 

11.08 

7550 

S  7577 

13.23 

7577 

244 


SPLICE    BAR    SECTIONS 


SPLICE  BARS— Continued 
MISCELLANEOUS  RAILS — Concluded 


*S  72.8-75 


i£! 


*.* 

*S  72  K 


~— , 


ifiM1^!      L*W» 


.•SNOB     »3S5540A 


Splice  Bars 

Rails 

Section  Index 

Weight  per  Foot, 
Pounds 

Section  Index 

*S  72.8-75 

11.4  unfinished 

72.8-75 

*S  72  K 

10.3 

S  7040  A 

11.3 

7040,  7550 

iS7040C 

9.8 

7040,  7550 

S  7033 

9.8 

7033,  6733,  6033,  5633 

S  7033  A 

10.0 

7033,  6733,  6033,  5633 

*S  7033  B 

9.32 

7033,  6733,  6033,  5633 

S  5540  A 

9.05 

5540 

*  Furnished  only  by  special  arrangement. 


245 


CARNEGIE    STEEL    COMPANY 


SPLICE  BARS— Concluded 
LIGHT  RAILS 


--> 


S4040 


Splice  Bars 


Rails 


Section  Index 

Weight  per  Foot, 
Pounds 

Section  Index 

S  4540 

5.80  unfinished 

4540 

S  4040 

5.00 

4040 

S  3540 

4.58 

3540 

S  3040 

3.97 

3040 

S  2540 

2.20 

2540 

S  2040 

1.87 

2040 

S  1640 

1.70 

1640 

S  1440 

1.36 

1440 

S  1240 

1.36 

124O 

S  1040                                0.985 

1040 

S    840                                0.747 

840 

246 


SPLICE    BAR    SECTIONS 


DUQUESNE  SPLICE  BARS 

A.  S.  C.  E.  RAILS 


D8540 


Splice  Bars 

Rails 

Section  Index 

Section  Index 

D  10040 

10040 

D    9040 

9040,  10030,  10032 

D    8540 

8540 

D    8040 

8040,  9030,  8077 

D    7540 

7540 

D    7040 

7040,  7550 

Full  information  as  to  uses  of  Duquesne  rail  joints  is  given  in  a  separate  pamphlet. 

247 


CARNEQIE    STEEL    COMPANY 


A.  S.  C.  E.   BAILS— 
Concluded 


DUQUESNE  SPLICE  BARS— Continued 

A.  B.  A.  BAILS— SERIES  A 


3L*4  D  6040 


L  _i%i  J::^::  -2^* — j 

A.  B.  A.  BAILS— SEBIES  B 


"*fF-^--IKf-J 


"W£*U" 


Splice  Bare 

Rails 

Section  Index 

Section  Index 

D    6040 
D  10020 
D     9020 
D  10032 

6040 
10020 
9020 
10032,  10030,  9040 

D  10030 
D  9030  A 


10030,  10032,  9040 
9030,  8040,  8077 


Full  information  as  to  uses  of  Duquesne  rail  joints  is  given  in  a  separate  pamphlet. 

248 


SPLICE  BAR  SECTIONS 


DUQUESNE  SPLICE  BARS— Continued 

MISCELLANEOUS  RAILS 


D  85  H 


Splice  Bars 

Rails 

Section  Index 

Section  Index 

D  10031  A 
D  100  H 
*D    8531 
D    85  H 

10031 
100  H 
8531 
85  H 

*Furnished  only  by  special  arrangement. 
Full  information  as  to  uses  of  Duquesne  rail  joints  is  given  in  a  separate  pamphlet. 

249 


CARNEGIE    SrEEL    COMPANY 


DUQUESNE  SPLICE  BARS— Concluded 
MISCELLANEOUS  RAILS— Concluded 


*D8522 


D70H 


Splice  Bars 


Rails 


Section  Index 

Section  Index 

*D  76  P 

*D  7577 
*D  8522 
D  70  H 

7577 
8522 
7033, 

6733,  6033,  5633 

*Furnished  only  by  special  arrangement. 
Full  information  as  to  uses  of  Duquesne  rail  joints  is  given  in  a  separate  pamphlet. 

250 


RAILS     AND     ACCESSORIES 


RAILS  AND  SPLICE  BARS 

COMPARATIVE  TABLE  OF  NEW  AND  OLD  SECTION  NUMBERS 

Rails 

Splice  Bars,               Splice  Bars, 
Ordinary                   Duquesne 

Rails 

.Splice  Bars, 
Ordinary 

Splice  Bars, 
Duquesne 

New 
No. 

13031 

Old 

No. 

New 
No. 

Old 
No. 

New 
No. 

Old 
No. 

New 
No. 

Old 
No. 

New 
No. 

Old 
No. 

New 
No. 

Old 
No. 

S  13031 

7523 

75B 

S7523 

S75B 

10020 

IOORA'S  10020A 

D  10020 

D  100RA 

7540 

75A 

S7540 

S75A 

D7540 

D  75A 

S  10020F 

7550 

75D 

S7550 

S75DR 

S  10022 

3100K 

7577 

75R 

S7577 

S75RM 

D7577 

D75R 

10030 

IOORB'S  10030 

S  100RB     D  10030 

D  100RB 

72.8-75 

72.8E 

S72.8-75 

S  72.8EM 

10031 

S  10030B 
100PS  S  10031 

S  100RBM 
S  100LW 

D10031A 

7020 

70RA 

S7020 

S72K 
S70RA 

S  10031A 

7033 

70H 

S7033 

S70H 

D7033 

D70HS 

10032 

IOOPR'S  10032 

100H  1 

S   90P 

D  10032 

D  100PR 
D100H 

S  7033A 
S  7033B 

S70HA 
S70HM 

10040  100A 
10077  100P 

S  10040 

S100A 

D  10040 

D100A 

7040 

70A 

S7040 
S  7040A 

S70A 
S70AB 

D7040 

D70A 

9020  90RAS   9020 

S   90RA 

D   9020 

D   90RA 

S  7040C 

S  70AM 

S  9020D 

6733 

67H 

9030;  90RB 

S   9030B 

D   9030A 

6540 

65A 

S6540 

S65A 

I 
90401  90A 

8531   85PS 

S   9030C 
S   9040 

S   8531 

S   90A 
S  85LW 

D   9040 
D   8522 
D   8531 

D   90A 
D   75K 
D   85PS 

6020 
6033 
6040 
5633 

60RA 
60H 
60A 
56H 

S6020 
S  6040 

S60RA 
S60A 

D6040 

D  60A 

85H 

8540  85A 

S   8540 
S   8540F 

S  85HA 
S   85A 

D   8540 

D   85H 

D   85A 

5540 
5040 

55A 
50A 

S5540 
S  5540A 
S5040 

S55A 
S  56^A 
S50A 

8550 

85D 

S   8550 

S   85D 

4540 

45A 

S4540 

S45A 

8575 

85P 

S   8575 

S  85P 

4040 

40A 

S4040 

S40A 

85G 

3540 

35A 

S3540 

S35A 

85N 

3040 

30A 

S3040 

S30A 

8020 

80RA 

S   8020 

S   80RA 

2540 

25A 

S2540 

S25A 

8022 
8030 

80K    S   8022 
80RBS   8030 

S  80K 
S   SORB 

2040 
1640 

20A 
16A 

S2040 
S1640 

S20A 
S16A 

8040 

80A 

S   8040 
S   8040B 

S   80A 
S  80AD 

D   8040 

D   80A 

1440 

1240 

14A 

12A 

S1440 
S1240 

S14A 
S12A 

S   8040E 

1040 

10A 

S1040 

S10A 

8077 

80C 

S   8077 

S   80C 

840 

8A 

S   840 

S  8A 

D   76P 

251 


CARNEGIE    STEEL    COMPANY 


I'-HCOOOO^OOC^rci^-'— »  CO  O  Tfi  Oi  Ol  •*$« 
•J>-GOOOO^-tC^<MC^^^OI>-COO'^'M^i-H 


•*  ^  T*  CO  •*  CO  < 


i;2J3S22~pp  |^ 


iiliili 


coipag 


252 


RAILS     AND     ACCESSORIES 


30  O5  CO  t»  00  «O  «C  CO  O  1O 


CO  CO  CO  IM  (M  CO  C^J  (M  i-l  T-I 


JO  SJIBJ 


Igoooooogooo 


t*»  i>- 1>- 1>-  oo  oo  oo  c 


I  Tj«MO<M  C 


•  CM  03  CO  •«*  -^  m  O  CO 

SO  -f  «D  CM  CS1  (>)  CO 
i— i  Tf  »O  (>•  »C  O  O 

(focOOOOr-iCoSo 


<M  CM  <N  (N  C-J  ( 


^mof  JB^OX  ^ ! 


pas  enog 


JIBJ  9UQ 


SJJldg  JO  3ZIS 


^ 
i.aAV    M 


ejioa  9 


'OOOOOOOOOOOOOOOOOOO 


noijoag 


'  O  O  O  O  O  < 
I  -rf  ^f  M  CM  ^?  • 
3  10  O  O  O  »O  < 
i  OO  CO  GO  00  t^l 


ilh 


III 

Ifl 


253 


CARNEGIE    STEEL    COMPANY 


FROG  FILLERS 

—  -1 

~T"~1  _J 

i_L- 

-       J      "gJ3            I                 ^ 

-jfi 

,ei_j4^i-e-)f- 

4! 

•°  "                   '!    J 

.1  1 

U'   ', 

Section 
Index 

Filler 
Section 

Weight 
per 
Foot, 
Pounds 

Dimensions,  Inches 

Rail 

Section 

a 

b 

c 

d 

e 

f 

g          h 

M201 
M  202 
M203 
M204 
M205 
M206 
M207 
M208 

F  lOOOlc 
F  lOOOlb 
F  lOOOla 
F    9001c 
F    9001b 
F    9001a 
F    8501C 
F    8501b 

39.15 
38.24 
37.34 
34.46 
33.67 
32.80 
33.00 
32.23 

325/30 
325/30 
329/30 

321/30 
321/30 

313/30 
313/32 
313/30 

2K 

14%4 

21/10 
11%6 

2%e 

1  15/4e 

6%4 
63/04 
5%4 
5%4 
5%4 
5%4 
5%4 

2%4 
23/64 
2%4 
2%4 
2%4 

2l/64 
2V64 

2         J22%28 

1%      223/428 
2            21H28 

2             2  *^128 

10040 
10040 
10040 
9040 
9040 
9040 
8540 
8540 

M209 

F    8501a 

31.48 

321/30 

31%4 

14%4 

I13/4e 

59/04 

2%4 

1M     25/128 

8540 

M210 

F    SOOlc 

31.35 

327/30 

3%4 

1  2%o 

2  Via 

r>%4 

2V64 

2              159/e4. 

8040 

M211 

F    SOOlb 

30.57 

3  2%2 

3»/G4 

1  25/30 

1  15^,, 

5V(J4 

2y64 

IK       1  5%4 

8040 

M212 

F    SOOla 

29.80 

3i%2 

3%4 

12%2 

1  13/ie 

•"'%4 

2Mi4 

1M       15%4 

8040 

M213 

F    7501C 

30.32 

327/30 

3Vi6 

1  4%.4 

2  Mo 

57/04 

%6 

2              1  27. 

7540 

M  214 

F    7501b 

29.57 

323,30 

31/16 

14%4 

1!%6 

57/04 

%0 

1  Y&        1  27/32 

7540 

M215 

F    7501a 

28.80 

31%,. 

3  Vie 

14%4 

1  13/1(. 

57/64 

5/16       1M        12%2 

7540 

M  216 

F    7001c 

29.29 

327/30 

26%4 

1% 

21/ie 

57/64 

1%4 

2              1  *%i 

7040 

M  217 

F    7001b    28.60 

323/30 

2  (i%4 

1% 

i  iiyio 

5%4 

1%4 

IK       14%4 

7040 

M  218 

F    7001a 

27.89 

319/30 

2  6%4 

1% 

li^ie 

57/04 

1%4 

1  M        1  4%4 

7040 

M221 

F    6501a 

27.81 

S9/!  6 

2% 

1M 

i  m6 

H 

1%4 

1  M       1  19/32 

6540 

M224 

F    6001a 

26.45 

3»Ae 

2H 

1^ 

1J3/16 

7A 

%2 

1M        1°9A28 

6040 

254 


TRACK    ACCESSORIES 


FROG  FILLERS—  Concluded 


Section 
Index 


Weight 

Foot, 
Pounds 


Dimensions,  Inches 


Rail 
Section 


M  232 
M  231 
M  230 
M  229 
M  228 
M227 
M  226 
M  225 


44.68 
42.84 
41.00 
38.62 
39.38 
37.07 
37.75 
35.52 


3i%0 


3i9/32 
3»/ic 


32432 
327/3.5 

32^33 


37/10 

3ii/32 

3%0 


22%2 

2^ 

2i%2 


12%,, 

ia%2 
123/3:J 


iy82 


3i/32 


Has 


2%4 
23/04 


12%2 


10040 

10040 

9040 

9040 

8540 

8540 

8040 

8040 


255 


CARNEGIE    STEEL    COMPANY 


THIRD  RAIL  FRO 

13°fr^l^ 

G  FILLERS 

Si 

!u- 

"3  i  ha"  R    15"  R 

1[^JJ 

Section 
Index 

Weight 
per  Foot, 
Pounds 

Dimensions,  Inches 

Rail 

Section 

a 

k            i            c 

M  1417A 
M  1416A 
M  1415A 
M  1414A 
M  1413  A 
M  1411  A 
M  1412A 
M  1410  A 

23.87 
20.85 
20.07 
18.55 
17.84 
17.40 
14.71 
16.64 

\V%f                  3*%4                 1J£a 
I13/ie                3Vio                   a%l 

11%6                       2°%4                          ^i« 
113/lc                        241/((l                           •'jio 

10040 
9040 
8540 
8040 
7540 
7040 
7033 
6540 

1   I       a   * 

K    | 
*~!     '^"_R     15*^ 

*1 

T"l 

j  f 

Section 
Index 

Weight 
per  Foot, 
Pounds 

Dimensions,  Inches 

Rail 
Section 

3 

b                       c 

M  1418 
M  1418  A 
M  1419 
M  1419  A 
M  1420 
M  1421 
M  1421  A 
M  1422 
M  1423 
M  1424 
M  1425 

20.00 
21.50 
16.65 
19.50 
15.85 
15.15 
17.75 
14.76 
14.40 
13.60 
13.00 

1«                3^                M 

IJi                           3^/16                              Yz 

lil                   3M«                     K 

10040 
10040 
9040 
9040 
8540 
8040 
8040 
7540 
7040 
6540 
6040 

256 


TRACK    ACCESSORIES 


REINFORCING  BARS 

1  n      n      n 

rfff?L                 "tjSTl              f  ~'W 

4  S3 

jjja         ^                            J:U--      1                          JjjU- 

I 

ijj!    l--12''R   -                                          d     1-15"  R                                             O'i    e-tf 

•*] 

t~Lt               -  *L:            *y&ji 

13°T_  rf^--                                             13°    ,-^J—  ->                                          laff-^**'- 

/.M] 

M  1386  to  M  1393                  M  1461  to  M  1468              M  1461  A  to  M  1468  A 

Section 
Index 

Weight 
per  Foot, 
Pounds 

Dimensions,  Inches 

Rail 

Section 

a 

b 

c 

d 

M  1386 
M  1385 

4.02 
3.71 

2%4 
25/64 

324t 

%2 
%2 

2?%4 

10040 
9040 

M  1384 

3.65 

2%4 

3%4 

%2 

2% 

8540 

M  1383 

3.47 

2%4 

22.9/32 

85/i28 

2% 

8040 

M  1388 

3.55 

2%4 

25%4 

17/64 

28%4 

7540 

M  1382 

3.35 

2%4 

2M 

3%28 

2i%2 

7040 

M  1389 

3.25 

2%4 

221/32 

17/64 

2% 

6540,  85  H 

M  1392 

3.00 

2%4 

2%6 

8^28 

217/64 

6040 

M  1393 

2.94 

2%4 

2  i%2 

15/64 

2  Hk 

5540 

M  1461 

8.78 

H 

3  37/a4 

3%4 

10040 

M  1462 

8.29 

% 

3  2%4 

25%4 

9040 

M  1463 

7.88 

% 

3  is^4 

2M 

8540 

M  1464 

7.56 

% 

3T/C4 

2% 

8040 

M  1465 

7.38 

% 

3%2 

28%4 

7540 

M  1466 

7.18 

% 

2  61/64 

21%2 

7040 

M  1467 

6.72 

% 

2  5%4 

2% 

6540 

M  1468 

6.48 

*A 

2M 

217/64 

6040 

M  1461  A 

11.82 

1 

337/64 

3%4 

10040 

M  1462  A 

11.15 

1 

32%4 

25%4 

9040 

M  1463  A 

10.63 

1 

3i%4 

2% 

8540 

M  1464  A 

10.20 

l 

3%4 

2^ 

8040 

M  1465  A 

9.96 

1 

31/32 

23%4 

7540 

M  1466  A 

9.69 

1 

2°Ve4 

2J%2 

7040 

M  1467  A 

9.15 

1 

25%4 

2^ 

6540 

M  1468  A 

8.82 

1 

2H 

2i7/64 

6040 

257 


CARNEGIE    STEEL    COMPANY 


REINFORCING 

BARS—  Concluded 

A 

"j 

/16 

j 

3 

q 

'•T 

»- 

a  --> 

J 

u 

Section 
Index 

Weight 
per  Foot, 
Pounds 

Dimensions,  Inches 

Rail 

Section 

a 

b 

d 

M  1453 

15.30 
16.84 
18.51 

i  % 

3^%4 
3  %2 

2W'e4 

3%4 

jj 

10040 

M  1454 

14.26 
15.79 
17.34 

11 

255/( 

4 

y% 

H 

9040 

M  1455 

13.79 
15.26 
16.79 

IS 

1* 

y* 

y* 

8540 

M  1456 

13.24 
14.67 
16.12 

IH 

i'>4 

2Y, 

8040 

M  1457 

12.83 
14.23 
15.63 

2*V< 

4 

H 

7540 

M  1458 

12.49 
13.86 
15.22 

11 

2«/a 

2 

v% 

3A 

7040 

M  1459 

12.08 
13.41 
14.73 

11 

2« 

¥ 

6540 

M  1460 

11.61 

12.88 
14.15 

II 

& 

4 

y* 

g 

6040 

i- 

"f 

1 

i 

4 

1 

1 
1 

' 

J. 

! 

1 
1 

wr 

- 

«•* 

1 

JL 

S«"       p», 

Dimensions,  Inches 

Section 

a 

b 

c 

M  1387               9.56 

iys 

22%2 

37/128            7033,  6033 

258 


TRACK   ACCESSORIES 


ACCESSORIES  FOR  BRADDOCK  INSULATED  JOINTS 


M  2003 


-11% 


M  2080 

J& 

Sfc 


M2079 


TIE   PLATE 
M  1469 


^18° 


•14 


t— 


M  2078 


%  -^-—2^/04- 


Section  Index 

Size,  Inches 

Weight  per  Foot.  , 
Pounds 

M  2003 
M  2080 
M  2079 
M  2078 
M  1469 

11J4  x  1  "/is  x  ys 
4^x2^i 
4      x2K 
3Mx2M 
14      x  1H     x  J4 

27.4 
10.9 
10.2 
9.8 
28.0 

259 


CARNEGIE    STEEL    COMPANY 


RAIL  CLIPS 

No.  125 

2 

V 

1 

11°  34' 

* 

«• 
.-: 
11°  84' 

y 

No.  104 

f 

No.  106 

JS       R 

J^:b*^      s-^      ~1  ^ 

r»"J—  —  -2-KJ--  i 
i.  2'K  —  j 

.^No.  120 

^  '  |*%*-i—  -2%"—  -J  :%*- 

No.  103 

Eg£                 1* 

^s7-"::i^     *f          1   ^ 

*  <«U.--^...J 
^         No.  118 

-----  2V/—  ^ 

No.  122     . 

:. 

**-L--.2Vtfl__.j 

No.  121     J 

No.  123 

" 

'^"M-iyt"-SSy.. 

'"  2%—  -3 

No-  108         A:-S 

gr^yl^jj  f 

•*%-•*'  *•--!  %--*'%'*— 
J/4"        ^          I 

No.  114 

§- 

V  2%--^i 

^/le^j-            ^""T               ^6^44,^ 

'*  -zy£—~i 

Rail  Clip 
Number 

*•     «1 

tof 
J"1                              Rail  Section 
ds 

125 
104 
106 
120 
103 
118 
122 
121 
123 
114 
108 
119 

2^      xlM        7.58           0.9 
215/16x2            7.30           1.1 
3M     x2            6.80           1.0 
2^     x2            5.86           0.8 
21A     x2            4.40           0.6 
2YZ     x2            5.65           0.8 
223/32  x  2            5.64           0.9 
227/32  x  2            6.12           0.9 
2%     x2            7.45           1.1 
IHic  x  \Y2       2.30           0.2 
2M     x2            4.80           0.7 
ZYz     x2M       4.79          0.9 

3         13031 
0        100  to  60  Ib.  A.  S.  C.  E.  Angle  Bars 
6         100  to  60  Ib.  A.  S.  C.  E.  Rails 
8        100  to  60  Ib.  A.  S.  C.  E.  Rails 
4         100  to  55  Ib.  A.  S.  C.  E.  Rails 
5         100  to  60  Ib.  A.  R.  A.  —  Series  B  Rails 
0         10030 
2         10031 
4         10050 
5        50  to  20  Ib.  Light  Rails 
3        Girder  Rails 
9        Special 

260 


TRACK    ACCESSORIES 


WELDER  BAR 
*M1860 


WELDER  BARS 
*M1861  *M1862 


Section  1-1 

RAIL  GUARD  ANGLE 

*  A  1000 


I 

__i 


CONDUCTOR  RAIL  TEES 


1  *T158 


Section  Index 

*,«. 

W^** 

*M  1860 
*M  1861 
*M  1862 
*A    1000 
*T      157 
*T      158 

3  ^  x  IHe 

3M  xlttJ* 
See  cut 

3   2  x  2>J 

14.9 
16.2 
11.8 
13.9 
7.3 
7.0 

*Furnished  only  by  special  arrangement. 


261 


CARNEGIE    STEEL    COMPANY 


CROSS  TIE  SECTIONS 


M28A 


-10- 


M28 


Width  of  Flanges 


TO-  • 

"  el 


M28A 
M  28 


10 
10 


7/i« 


29.8 

27.8 


Full  information  as  to  uses  of  steel  cross  ties  is  given  in  a  separate  pamphlet  on  Steel  Cross  Ties. 


262 


TRACK    ACCESSORIES 


CROSS  TIE  SECTIONS 


Section 
Index 

Depth, 
Inches 

Width  of  Flanges 

Web  Thickness, 
Inches 

Weight 
per  Foot, 
Pounds 

Top, 
Inches 

Bottom, 
Inches 

M  29 

5y2 

5 

8 

M 

23.5 

M  21 

5% 

4/-£ 

8 

i^ 

20.0 

M  25 

4M 

4 

6 

M 

14.5 

M  24 

3 

3 

5 

1%4 

9.5 

Full  information  as  to  uses  of  steel  cross  ties  is  given  in  a  separate  pamphlet  on  Steel  Cross  Ties. 


263 


CARNEGIE    STEEL    COMPANY 


CROSS  TIE  SECTIONS 


*M17 


M15 


Section 
Index 

Depth,                     Width, 
Inches                      Inches 

Web  Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

1                                 ' 

*M  17 

2«Vk                       9%4 

•HOT 

16.4 

*M  16 

14%4                               6%6 

2%28 

6.0 

*M  15 

1*4                  |                5M 

2r*28 

5.2 

*Furnish"d  only  by  special  arrangement. 
Full  information  as  to  uses  of  steel  cross  ties  is  given  in  a  separate  pamphlet  on  Steel  Cross  Ties. 

264 


TRACK    ACCESSORIES 


CROSS  TIE  SECTIONS— Concluded 


M27 


M  20 


f~ 
M18     *2 


--. 


-5*- 


M26 


M19 


'M22 


K_ 4%" ^| 


Section 
Index 

Depth, 
Inches 

Width, 
Inches 

Web  Thickness, 
Inches 

Weight  per  Foot, 
Pounds 

M  27 

2M 

7 

Y± 

9.0 

M  20 

2 

6 

%6 

6.0 

M  18 

1H 

5 

%2 

4.0 

M  26 

13Ae 

4i%6 

N 

3.20 

M  19 

« 

4 

%4 

2.50 

*M  23 

K 

4^ 

%6 

3.50 

*M  22 

!M« 

4 

%2 

2.50 

*Furnished  only  by  special  arrangement. 
Full  information  as  to  uses  of  steel  cross  ties  is  given  in  a  separate  pamphlet  on  Steel  Cross  Ties. 

265 


CARNEGIE  STEEL  COMPANY 


TTHE  average  weight  of  steel  is  assumed  in 
the  tables  which  follow  as  489.6  pounds 
per  cubic  foot.  A  bar  one  inch  square  and 
one  foot  long  weighs  3.4  pounds  per  lineal 
foot.  The  area  of  any  steel  section  in  square 
inches  may  be  obtained  from  the  weight  per 
lineal  foot  by  dividing  by  3.4. 


HPHE  weights  given  are  mathematical  only  and 
have  no  relation  to  the  range  of  sizes  in 
any  particular  line  manufactured  by  this  Com- 
pany. The  sizes  of  flat  rolled  steel  and 
merchant  bars  which  we  do  roll  are  listed  in 
the  pages  which  precede  the  tables  of  weights. 


WEIGHTS  OF  FLAT  ROLLED   STEEL 


WEIGHTS  OF  FLAT  ROLLED  STEEL 

Pounds  Per  Square  Foot 

TABLE  I— Thicknesses  in  Decimals  of  an  Inch 


Thickness 
Inches 

Pounds 
per  Sq. 
Foot 

Thickness 
j     Inches 

Pounds 
per  Sq. 
Foot 

Thickness 
Inches 

Pounds 
per  Sq. 
Foot 

Thickness 
Inches 

Pounds 
per  Sq. 
Foot 

.01 

.408 

.26 

10.608 

.51            20.808 

.76 

31.008 

.02 

.816 

.        .27 

11.016 

.52 

21.216 

.77 

31.416 

.03 

1.224 

.28 

11.424 

.53 

21.624 

.78 

31.824      \ 

.04 

1.632 

.29 

11.832 

.54 

22.032 

.79 

32.232 

.05 

2.040 

.30 

12.240 

.55 

22.440 

.80 

32.640 

.06 

.2.448 

.31 

12.648 

.56 

22.848 

.81 

33.048 

.07 

2.856    ' 

.32 

13.056 

.57 

23.256 

.82 

33.456 

.08 

3.264 

.33 

13.464 

.58 

23.664 

.83 

33.864 

.09 

3.672 

.34 

13.872 

.59 

24.072 

.84 

34.272 

.10 

4.080 

.35 

14.280 

.60 

24.480 

.85 

34.680 

.11 

4.488 

.36 

14.688 

.61 

24.888 

.86 

35.088 

.12 

4.896 

.37 

15.096 

.62 

25.296 

.87 

35.496 

.13 

5.304 

.38 

15.504 

.63 

25.704 

.88 

35.904 

.14 

5.712 

.39 

15.912 

.64 

26.112 

.89 

36.312 

.15 

6.120 

.40 

16.320 

.65 

26.520 

.90 

36.720 

.16 

6.528 

.41 

16.728 

.66 

26.928 

.91 

37.128 

.17 

6.936 

..42 

17.136 

.67 

27.336 

.92 

37.536 

.18 

7.344 

.43 

17.544 

.68 

27.744 

.93 

37.944 

.19 

7.752 

.44 

17.952 

.69 

28.152 

.94 

38.352 

.20 

8.160 

.45 

18.360 

.70            28.560 

.95 

38.760 

.21 

8.568 

.46 

18.768 

.71     ' 

28.968 

.96 

39.168 

.22 

8.976 

.47 

13.176 

.72 

29.376 

.97 

39.576 

.23 

9.384 

.48 

19.584  . 

!      .73 

29.784 

.98 

39.984 

.24 

9.792 

.49 

19.992 

.74 

30.192 

.99 

40.392 

.25 

10:200 

.50 

20.400 

.75 

30.600 

1.00 

40.800 

267 


^-.    E 

I; 


03     E 

0.    o 

II 
51 

UJ    d 
UJ    Z 


i! 

LU   - 

^U 


CARNEGIE    STEEL    COMPANY 


B 


^ 


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268 


WEIGHTS  OF  FLAT  ROLLED  STEEL 


EL 

d"! 

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269 


CARNEGIE    STEEL    COMPANY 


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CM  CM  <M  CM  CO  CO 


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tM  <M  fecO  CO  5; 


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rH  CM  CM  CM  CO  CO  • 


ftO    ^H    OJ  " 

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t^-OOOr-H 


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oor^-wua        *sr»ocM.- 


270 


WEIGHTS  OF  FLAT  ROLLED  STEEL 


Q  = 


o< 


CO  CD  CO  CD  CD  OO  tS.  1C  CO  CO 

•«*-  T  LO  CO  t-  OO  O  r-;  CM  •**;  CD 


1-4  r4   .-<   r-l   ,-H  T-l   CM   <N   OJ  <M   0000 


,-j  ,-H  T-I  ,-<        f-iojcooi        <N  06  06  06        ^-^^IQ 


O3  TT          "53"  ^i~ 

32    £8 

00  CD  O  £H 


CM  CM  OO  OO  CO  rt- 


OJO'<*- 
^D  ^d-  OO 


•H  CO  CO  CJ  CJ  CO  OO 


i  O  OO 

:LO     £: 


lili  ilSl  illl   1111 


ill 


SgsS 

t~  O  ^*-  t^ 


SSSfe      SSSKoo 


CM  CM  OO  OO 


_H'  _i  _i  _<  ^4  _;  03  CNJ 


O3  CO  CO  CO  ^  ^r  -^ 


iLO-^-<sO  LO^Ot1*.1^"  UD^D 

;ssss    KS^^fe    ^s 

I  00  -^-  <*•  LQ  CO  t>  65  <D  ^H 


CM  CO  CV1  (N  CO 


t>*  ^— i  I 
00^ 


222     S!-j  2  ^ 


O5  OO 


i^§i 


3      8?S 
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CO 


CO  CO  ^  ^ 


i-H  .-(  .-1  CO  CO  CO  CM  OO  CO 


*r*1 

CO  t 


1    1111 


CM'  CM  oo        06  co  ^f  -^ 


r-H»-H»-i  ,-j  ,-i  ,-j  c\j         |COCOCMCO  POCOOO-'*- 


Ilil 


1111 


CO  T-H  CD 

LO  CO  CO 

CO  ^lf) 


8iS    §Scl§ 


03  CM  CM 


CD  C5  CM 


COPO? 


?  CM"  o  ^H 

T-I  O  ^;  CD 
CO  CD  O  f— 4 


O3  CM  CM  CM CO  CO  OO  OO 


fe        SCOOO 

LO  CMLOCM 


i  CO  CO  CO 


Sli 

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•o  * 


oor-ccua          rrrocMr- 


271 


LJ 


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LJ  Ul 

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0= 


til 


£-^03 

0}  r-j  co  in        c^  o?  03  in        cr>  w 


O  CT>  i 

rH    CM    I 


T-l    >-H    CN1    CNJ 


OJ  CO  CO  CO 


C>~   CT> 


i  in        cb  E>!  tsl  06 


in  in        cb  co  tsl  06 


in  in        co  co  t-  is. 


.•^-tO 
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co  E-  ^~ 


cj  co  co  co        x^  -^  in  in cb  cb  tsl 


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2inc7>        ^j-incDin        c^oot^. 
-3-ts.        CO^HOTO        cocoin 


CO     OO  CO  • 


111 


CD  oj   co  in  S-p 


CQ     CO  CD  LO  O     CO  CD  CO  O 

55        ci5ot-in        coincoin 


co        co  co  Tj1 «»        in  in 


OJ  CJ  CJ 


to  co 


•^tSjO  CO  CO  i-J  ^  COCOt-.^ 

cJoJco        coco^-^1        -^Lriincb 


CM  (M  (N  CNJ  CO  CO 


388     §£& 

§oS^       c^J^S 


""•i  §11 


co  co  co  ^        -^  in  in 


co  in  S 
^SS 


LO  in 


in  iS  i 

CN  CO  ! 


- 

CO  CO  CO  - 


COO3  COt^t>»CO  COCN 

CT1T-5  '^CD'i-in  OLT 

CTitS.  M^-tiCO  COCC 


•-<        T-H  ^H  T-H  ^-|        I-H  oq  cvi  03        co  co  co  -^        ^  •* 


-H  CO  CO 


Si 


272 


CM 

i 

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85 

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j- 

1 

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I 

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CO 

2 

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g' 

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g 

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Jl 

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o  »— ^  co        ^o*O)co        <^>o>cooo        x^co^p        t^^ 


t~         r>~  to  <£>  in         in-^-oooo 

•— <  CT)t^»-HCT>  IO  CT>  LO  »— I 

00  IOOOCOC-.  COb-OOOi 


in  co  co  o> 


(N  <N3  CO  CO 


in        «Jb-Iodod        cHp^rH^i 


CMLOLOLO  CMCMOi^^ 

-J-i-H^-i— I  COO5COOO 

LnOOCMtS.  CMVOCMCi 

CMCMCOCO  ^^inin 


£££ 


i  OJ  CM  CM  CO  CO 


S3  8  £§5        8bt88        coSS 
co  05  o  *— «        co  LO  co  »— *        -*-  to  i— i 


•*  -^  in  in 
b^  oo  CM  LO 


CO  C-.  OO  <T>  O5  O  ~* 


*-*  r-t        »-i  T-I  1-1  CM        CN  CM  co  co        •*»-  ••*•  m  in 


,-t  ,-t        ,_,,_( ,_i  CNJ        CM  CM  co  co        co  -i-  •*!-  in 


OO  CTi  O  CD 


CM  CM  CM  co        co  •«*-  •*!-  in        in  to  b-1 1 


OD  O5  O  O 


i-i  to  in        o  -i-  oo  •-<        in  05  co  •-<        CD  CM  o  co        o  co  LO  b-        •*•  to  b-  in 
c-.  c>-  --^        CM  to  o  CM        toocD--!        (Doot^-in        int^.c^.to        cDoaoiLn 

CO  0> --1     CJ'tf-C-O     CM  LO  00  CO     t-  <-*  to  .-H     C~;  CM  O  U3     CM  p  CO  ^ 


CM  CM  CM 


co^--t-in        in<oo-t^ 


O  CM   CO  O  CO  <^3  CM 

S^§      2^^§? 


33i 

CM  CM 


co  ^  ^  in 


CO  CTJ  05  O 

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§§iS    isei 

uo  <o<o  cC       06  co  oS  i 


S^s: 


ISSg 

i>.COO>  O 


•^j-  LO  ID 

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co  co  in  co 

-*-  25  r-i    O> 

in  oo  in  -i- 

CM  CM  CM  CO 


g§§: 


•^        in  in  to  c~l 


ii^g 

06  in  t  OT 
tsl  06  oi  o> 


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LO  in  to  t~-        c^  oo  o> 

LO  O  O>  O  ^d~  C--  CM 


K 


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CM  CM  CM 


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coco^--» 


sin 

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CO  O  *j£  O 
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r-i  in  ^-i  in 


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c-I  06  06  o> 


ico-^-^        inintoto        islo6' 


882 

CM 


,^-0)' 

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<  fr~  CO  < 


^H^Hr-H^H  ^HCMCMCM 


to  t>-  oo  o 

g^^s 


to  Si  o 

O>  •-!  10 


in  to  to         c~l  tsl  06  pi 


CO  00  <N  S  05  t>-  LO  CO  (M  05  S3  CM  p  ' 

•^J-COLO  •^-•^-LOCM  CO-^l-tOCM  -st-  b-  ' 

b^COO>  CDCM-«l-b~  O5<-I^1-CO  CMLOi 


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b-jCO  g.  | 

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CM  00  LO 


75  LO 

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2£g$ 


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"<*>' 


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•  O5  O>  LO  LO   LO  tO  O 

1 ,_; ,_;  ^        ^  CM  CM  CM 


T-I  co  -=r  to 
S  S  S  cq 


g&^5S 


S      %%' 


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»— *   tL)  CD 


to  b-  oo  oo 


r^-5- 


LO  fTt  O3   "^t" 
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CO  CO  CO  ^ 


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p  co  S  p 

CO  CO  CO  •* 


b^ 

VU   <_j   Vi^   rH 

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i*-00)        ocr^-toio        -a  roesi  — 


273 


CARNEGIE    STEEL    COMPANY 


D  STEEL,  Pounds  Per  Lineal  Foot 

2  to  No.  1.  Widths  from  12$  Inches  to  81  l-nches 


LLE 


T  RO 

from  No. 


FLA 


IGHTS  OF 

Thickness  in  G 


R 


2 


OO^-CTiOO         CO  CO  LT>  OO 

ir>  OJ  o  03       cr>  oq  <N  cvj 
co  D^  co  oo       o^oc^ioo 


8S2s 

S££2 


to  c»l  t-L  cd 


o  <N  co      *&•  ir>  <£>  t^. 


o>-ic^       oo  in  cd  c^ 


O>  O  »-<  O3         CO  -"d1  CO  t-1 


<£>  to  t>l  06      oio^oi 


(0<0  fe& 


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SS2S? 


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OOCXJO 


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ca      t-tNco 


IT)  ITS  CCJ  CD         C>c6o>0         T-H  CQ  CO  Tjj 


c~looaJci      O^H 


olo6aio>      CD-H<NOO     2^ 


83 


gj 


gj 


» 


o  r-  w  oo 


SSSS 
t-It-lpooi 


oo 
>-icvi 


cc-oa       crH 


S     SSS3 


OOOOOOOO 
>-<CO<NlLf3 


288 


S  CO  ^ 


co^cot-: 
8SfeS 


'Sc^cl 


0^3S3 

s£££ 


ooedaio       oacouoto       c>lair-!cJ 


t-looojo      t-Hoo^iri      e^o6o«-! 

i-H  i-lr-li-li-l  ^Hr-ICOOa 


t^OOOO          ^-t 


c-looaio       ^-i 


SGco? 
o       •-icvico'*-       «5t-cr>o 


»-I<NOO'^-       Lot^cno 


53S88S 


T-IOO-^       iniDo6<ji 


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in  S? 


ww^oS 


uscCcooi       o  -^  ca  co       ^j  co  t-1  oo 


S2cd^o5a5       o^^c^      ^g^ 


CM»—  O0> 


274 


WEIGHTS   OF   FLAT  ROLLED  STEEL 


OLLED  STEEL,  Pounds  Pe 

TABLE  III—  Continued 


WEIGHTS  OF  FLA 


\*  I  oo  83  So  S     £  en  2  88 
gj  I  g^S33     S^ca  ca 


S3 


X 


"O  'M  '9 

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Pi 


88558 


SS 


CDOlT-HLT) 


>  CD  •-*  oi       t^  in  t-1  oi 


«  s  d  a    ss^ 


0)  CD  «-<  W          CO  ITS  £>I  00         O     H 


8388 


a 


d    s^is^j    S8 a s v« 


££8388 


OO          IDOCOC5 


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csi  Cvj 


275 


CARNEGIE    STEEL    COMPANY 


WEIGHTS  OF  FLAT  ROLLED 

TABLE  III 


LOM-CO  C-~  t>~  CT>  <M  fr~  tO  ^H  CO 


CO  00  S  S 


0?         CO  £3  £?  S? 


i-iCT>r-ioa 


CTi-^-CQO         .-irHOCq 

co  tri  c~I  oi 

i-ir-ii-ii-i 


i! 


co  ^  «>  csl       oi  r- 


SootD 


5? 


CDOOCDCO 

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^-i-^       tslo-^ 

CO  CO         CO  -^  •<*• 


u>cx5cDOJ       to  tsl  1-5  ^       coocoto 

r-H>-iCVlCQ          (MCvlCOCO          CO'«-^-'4- 


Scoinus       CMIOOCO       5- 


O^CN  CDCT>O^t^          *—  t 

coio       ^-ncooo'd-       04 


S^     SSSS2 


SSS     SS83S 


•O'Ai'9    CM»-«=> 


276 


WEIGHTS  OF  FLAT   ROLLED  STEEL 


u  ^ 

CO   " 

Q  = 
LJ   uj 

P 


O 
LJ 


S 


O>  *—  *  CO  <^          O">  »—  I  C£>  C7> 
T-I  <N  <N  <M          <N  CO  CO  CO 


3  3  S3  £ 


OOLOCDC-- 


ooocoio       OO^LOOO       >-HLOCDCM 

--l(MCMOa  (NOOOOCO          "4"  i*-  >sl-  ITS 


CT>cooa<-o 


.    „        C<JOCT>G^  O^LOOOCD 

\^^£>ir>opoa       T-n_c^u5ir> 

g   2:' 


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s   8ss?""^sas 


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•-H(NCJ<N         COCOCOCO         •^-•<l-'*-ir> 


w  S  to 


S  8 


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5g          -1    r-H    <M 


«\          Jj 

IS    - 


ils 


\*|Sc8§oo  2$£S3  83 
P^I'-HOOtDoo  «vi  iri  cri  oa  10  o 
us  i 


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»—  '  CM  CT)  S          OOOCO^         »—  IT—  *O»—  < 


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OO3^cSc>          CO  t*l  »—  *  " 

cococo^      ^t-^-io 


s 


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CM*—  «s> 


277 


CARNEGIE    STEEL    CO.MPANY 


LLED  STEE 

BLE  III—  Contin 


RO 


& 


i 


:* 


3 


8888 


LOO^O^O^          tDOOCOLO         CO  0}  CO  £>•    I    N^* 


§83838 


8S8S 


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O-^OOOO         C)*— 'O^IO         COOO»— <LT>       ^ 

COLOOO^H       ^oocvito       ci^cJcoS 
OJCMCOPO      coco'*-'^-       inLotDlcS 


8S3S 


oooooS      S^t22       SlS 
'-i^tdoi       eotoo-^       t-lt-5 

<M<N(MCM         COOO^^t-         ^l-trt 


CT>LOCT>       tn 


(NCVJCOCO         CO^^-IO 


csicvJOTco      OO^^-LO      m^Dtor>- 


LOO^HCO       r-iLOC-~ir>       UJOOCDLO 


8SS8 
£888 


S    8888 


\* 


£888 


oor^ceio      vroeMv 


278 


WEIGHTS  OF  FLAT   ROLLED  STEEL 


LLED  STEEL,  Pou 

TABLE  III—  Concluded 


RO 


(NOOOOOO         •^- 


t£>  U3  C-, 


oo  8  £H  tt     p  §  t^  3 

<N  oo  oo  co       •«*-•**-  in  LO       3  to  is.  t-. 


SS83 


&  2<  Jo       oo  S  oa  ^       So  o  oj  S 


^      c-  •<*• 

g       88 


<NOJ 


S28883     S88S 


88SS 


OOWIO 


<&  o  «     51  8?  ? 


<»  S3  «> 


O1LOOOCN          (N 


^o  S' 


O'ywa   cvir- 


CMT-<9 


279 


CARNEGIE    STEEL    COMPANY 


•8  § 


CL 


§1 


B 


CO   .E 


II 

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!^  <N  co  •«*;   iq  to  t-;  o>   t-<  co  in  oo  OCN- 


<y>  c-»  tr>  1-1  to  CM  oo  co   CT>  »*•  o  to  I 
*-;  co  to   o  ir;  cr>  5;  oq   co  O;  <N  to  • 

COCO  CO    T£  -31  -^  LO  LO    to  to  fc-1  fr-1 


^-*O 
CT>  T— I 


Cs.     tO 
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y  ^*  99  s?  ri*. 


O3  CJ  (N  CO 


£8?qa  S888S  3888 

T-H  T— I  O3  CO     O3  C<3  O3  CO    CO  CO  *^~  •**• 


<N  «-i  «-i 
oi  oi  c<i 


LO  cK  co  tB 

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H  <N  CO 


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TH    r-l      ^-i^^-i^-j      03CJOJ 


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rr!   o?  t>  i 


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;  »-J  O3    "^  LO  £•»  <T>    O  CJ 

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•  ._;   ^H      r-4   ^H    ^H    , 


»« 


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LOOO^HCO     Cn-^-OLO'-'     tO(Mt~COOO 

8285  §:8$§£  c^S882^ 

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COO??:     SStOLO     LO 

SS3c>?^  ^ 


CO  CO  CO    ^-TJ-^I-^- 


8g?2S3  8 

oqSpoa   lofciocotts   as^H-^c^o 

»-ii-i<>J(>J    OJOJCOCOCO    CQ-^^-^lO 


'tS2b2cO    OO^OLoSH 


^h  LO  to  O-  OV 

i2  §2  5^  o  co 

CO  CO  •*  LO  tO 


LO  t-^  O  i-H 

c^SSo^ 


T-HCQ   oacjc4coco   coc6^^t:«!i: 


iSgilglliPillll 


SB 

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cocococo 


<NI<NICOCOCO 


Bel 


280 


WEIGHTS   OF   FLAT   ROLLED   STEEL 


CT>  co  c^  b-   co  LO  **•  co   I-H  o  og  co   10  co  rH  o>   oo  co  •*}-  co   a>  co  c^  en  in   ojoo 
rH  co  LO  o-   o>  ^  co  10   en  co  <25  CD   *3-  co  <N  LO   o>  co  t-~  rH    co  co  •**-  rH  cr>   t-^i- 

CO  V  CO  CO  O  CO  LO  fr~  rH  IO  O  LO  CD  CO  00  <N  CO  rH  LO  O  OO  b-  <O  LO  CO  CM  rH 


te? 

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,_;  rH  r-J  r-i   oi  cxi  co  oo  06  ^-  •*!-  LO   LO  co  co  t«l  t-1  co  ai  CD  »-H   co  co  ^  ^ 


LO   £3  ts.  88  o   <N  ID  c2  o   «N  LO  IS  o   <N  LO  cs. 
cq   ocQ^K  r-<  to  CD  ^i;   cq  <NJ  <o  r-j   to  CD  co 
-- 


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T-5  r-5  r-J  r-i  r-i  i-J    rH  i-H  i-J  r-i  r-J  CSJ    CM  CSI  C<1  04  CSI  O3    CM  CSJ  CM  CM  CO  CO    CO  CO  CO  CO  C 


*     '  r-(  .-H  i-i  r-i   i-i  T-i  <4  i-H  <-i  r-i    r-i  r-<  <>j  <>j  CM  CM   <N  CM  CM  CM  (N  CM   CQCVJCMCOCQ 


r-i  c4  <N  <N  csi  csi  CM  csi  <M  CM  csi 


b  ccco        c 

t-;  b-  cq  oq  a)cnoo^-;^H  CM  CM  co  -^  ^  in  in  co  co  b~  b~ 


-ir-ioic 


3128  tn-cgS^SS  ^^§88Sc3  cocScRc^SS  SSoSS^ 
^^in  inincocqcSb-;  t^  b-.  cq  cq  oq  CD  CDCDCDCOC 


>»— ( -»^-    C>.  O  CO  tD  O0 1— '    ^  D>  O  CO  LO  CO    r-l  rj-  t>*  O  C 
>  CD  <vD    CD  t-j  t*^ ->*  t^- OO    CO  00  O^  CT^  O^  <T>   O  O  O  »— <  • 


COCOCDCMCOCD  CM  in  oo  I-H  in  co  T-H  ^i-  1~-  o  co  b~  CDCOCOCDCMCO  CDCM  incor-H  in  °O'^^'^rc5 

CO  in  b-  O  CM  -^-    b~CD^^J-COCO    i—  1  OO  LO  CO  CD  CM    LO  b-  CD  --H  ^J-  CO    CO  •—  I  CO  LO  CO  O    OQLOb-.CDCM 

^j  r-j  ^H  CM  CM  CM  CM.  CM.  co  oq  cq  co  'd;  <d;  ^;  •<*;  in  LO  ininincocqco  co  b-  b-  b-;  b^  oq  cqcqoqoqcD 


300C 


312 


WEIGHTS  OF  ROUND  EDGE  FLATS 


DGE  FLATS,  Poun 
MEASURE—  Conclude 


ROUND 
OVER-A 


COCQCOOOC 

CV]1'3-C-^(J> 


OOCOCOCOCOC 

~CT><N]<*t-[>~CT>C 


ir5  uo  LO  (J3  us  «5  cd  cC  cC  c^  co  oc5  oc5  06  oS  ai  o>  oi  o  o  o  o  T-J  ^H  r-j  w  cJ  c^ 


co  co  co  eo  co  -^  ^  ^  ^  -^  ^  ir>  iri  ir5  in  iri  to  10 


03  03  CO  CO  CO  CO  CO  CO  CO  CO  -^ 


^  10  If)  10  LO  10  10  10  <J>  tO  «5 


OJC^OJOOOJCNiCMCviCOCOCOCOCOCOCOCOCO^^^- 


.-i  .-i  .-i  .-i  r-j  oa  oj  <N  cxi  c<i  CNJ  oa  ;      ;      ;      ;      ;      i      ; 


o      Xtol 


-\mm 


Measure, 
Inches 


G. 


& 


313 


CARNEQIE    STEEL    COMPANY 


WEIGHTS  OF  ROUND  BEVEL  EDGE 

Pounds  per  Lineal  Foot 

&         }      fc        ^ 

/    \r                       \ 

: 

i                           i 

*•                     £L                   ->* 

Width, 

ft 

Radius, 

Thickness,  Inches 

Inches 

Inches 

i 

A 

A 

35            i 

&      A 

45       t 

H 

I75 

if 

1 

1 

.296 

.376 

.455 

.535 

.615 

3 

i3a 

.278 

.350 

.427 

.456 

.586 

i 

.265 

.330 

.398 

.470 

.546 

i 

.349 

.442 

.535 

.628 

.721 

I 

A 

.331 

.417 

.506 

.599 

.692 

i 

.318 

.397 

.478 

.562 

.652 

iV 

,384 

.483 

.586 

.692 

.799 

.905 

1.011 

1 

.371 

.463 

.558 

.656 

.759 

.865 

.971 

1 

.361 

.448 

.536 

.626 

.719 

.816 

.920 

i 

.352 

.434 

.517 

.601 

.687 

.776 

.869 

i3* 

.437 

.549 

.666 

.785 

.905 

1.024 

1.144 

^ 

.425 

.529 

.636 

.747 

.865 

.984 

1.104 

11 

A 

.415 

.514 

.615 

.718 

.825 

.936 

1.053 

I 

.405 

.501 

.597 

.694 

.794 

.896 

1.002 

^ 

.491 

.616 

.746 

.878 

1.011 

1.144 

1.277 

1.410 

1.542 

1.675 

1.808 

1.941 

2.074 

i 

.478 

.596 

.717 

.842 

.971 

1.104  1.237 

1.370 

1.502 

1.635 

1.768 

1.901 

2.034 

U 

A 

.467 

.580 

.695 

.812 

.932 

1.056 

1.186 

1.318 

1.451 

1.584 

1.717 

1.850 

1.982 

I 

.458 

.567 

.676 

.787 

.900 

1.015 

1.135 

1.259 

1.389 

1.521 

1.654 

1.787 

1.920 

A 

.544 

.683 

.825 

.971 

1.117 

1.263 

1.410 

1.556 

1.702 

1.848 

1.994 

2.140 

2.286 

i 

.531 

.663 

.797 

.934 

1.077 

1.224 

1.370 

1.516 

1.662 

1.808 

1.954  '  2.100  2.246 

If 

.520 

.647 

.775 

.905 

1.038 

1.175 

1.318 

1.464 

1.610 

1.756 

1.903 

2.049 

2.195 

i 

.510 

.633 

.756 

.880 

1.006 

1.135 

1.268 

1.405 

1.548 

1.694 

1.840 

1.986 

2.132 

A 

.905 

1.064 

1.224 

1.383 

1.542 

1.702 

1.861 

2.020 

2.180 

2.339 

2.499 

i 

.876 

1.028 

1.184 

1.343 

1.502 

1.662 

1.821 

1.981 

2.140 

2.299 

2.459 

1* 

TS 

•C54 

.998 

1.144 

1.294  1.451 

1.610 

1.770 

1.929 

2.089 

2.248 

2.407 

i 

.836 

.973 

1.112 

1.254 

1.400 

1.551 

1.707 

1.867 

2.026 

2.185 

2.345 

1 

1.396 

1.582 

1.768 

1.954 

2.140 

2.326 

2.512 

2.698 

2.884 

A 

1.357 

1.535  1.717 

1.903  12.089 

2.275 

2.461  2.647 

2.833 

11 

I 

1.325 

1.494  1.666 

1.843 

2.026 

2.212 

2.398  2.584 

2.770 

& 

1.298 

1.460  2.624 

1.792 

1.964 

2.141 

2-324 

2.510 

2.696 

\ 

1.273 

1.430;  1.587 

1.748 

1.912 

2.079 

2.250 

2.431 

2.610 

314 


WEIGHTS   OF   BEVEL   SECTIONS 


WEIGHTS  OF  BEVEL  EDGE 

Pounds  per  Lineal  Foot 

,*---  -b—  -* 

it- 

o                               ^j 

D' 

sions 

Thickness  B.  W.  G.  and  Inches 

No. 

No. 

No. 

No. 

No. 

a 

b 

16 

15 

14 

13 

12 

A 

1 

& 

A 

32 

i 

A 

A 

i* 

§ 

4! 

I7o 

A 

.104 

.115 

.132 

.151 

.174 

.150 

.199 

.249 

.299 

i 

.111 

.122 

.141 

.162 

.185 

.159 

.213 

.266 

.319 

I7* 

.117 

.130 

.150 

.172 

-197 

.169 

.226 

.282 

.339 

i 

.124 

.138 

.159 

.182 

.209 

.179 

.239 

.299 

.359 

a5* 

.111 

.122 

.141 

.162 

.185 

.159 

.213 

.266 

.319 

1 

.117 

.130 

.150 

.172 

.197 

.169 

.226 

.282 

.339 

*i 

I7B 

.124 

.138 

.159 

.182 

.209 

.179 

.239 

.299 

.359 

i 

A 

.131 
-138 

.145  .168 
.153  .176 

.192 
.202 

.220 
.232 

.189 
.199 

.252 
.266 

.315 
.332 

.379 
.398 

1 

.159 

.182 

.209 

.179 

.239 

.299 

.359 

.418 

.478 

A 

.168 

.192 

.220 

.189 

.252 

.315 

.379 

.442 

.505 

i 

i 

.176 

.202 

.232 

.199 

.266 

.332 

.398 

.465 

.531 

A 

.185 

.212 

.243 

.209 

.279 

.349 

.418 

.488 

.558 

I 

.194 

.222 

.255 

.219 

.292 

.365 

.438 

.511 

.584 

i 

.168 

.192 

.220 

.189 

.252 

.315 

.379 

.442 

.505 

i7s 

.176 

.202 

.232 

.199 

.266 

.332 

.398 

.465 

.531 

i 

.185 

.212 

.243 

.209 

.279 

.349 

.418 

.488 

.558 

ii 

T°S 

.194 

.222 

.255 

.219 

.292 

.365 

.438 

.511 

.584 

i 

.203 

.232 

.266 

.229 

.305 

.382 

.458 

-535 

.611 

ii 

.212 

.242 

.278 

.239 

.319 

.398 

.478 

.558 

.638 

* 

.185 

.212 

.243 

.209 

.279 

.349 

.418 

.488 

.558 

.628 

.697 

3 

.194 

.222 

.255 

.219 

.292 

.365 

.438 

.511 

.584 

.657 

.731 

I 

TBB 

.203 

.232 

.266 

.229 

.305 

.382 

.458  .535 

.611 

.687 

.764 

! 

.212 

.242 

.278  .239 

.319 

.398 

.478  .558  .638 

.717  .797 

tt 

.220 

.252 

.290  .249 

.332 

.415 

.498  .581  .664 

-747  .830 

i 

.229 

.262 

.301  .259 

.345 

.432 

.518  .604 

.691 

.777  .863 

I75 

.194 

.222 

.255  .219 

.292 

.365 

.438  .511 

.584 

.657  .731 

i 

.203 

.232 

.2661  .229 

.305 

.382 

.458  .535 

.611 

.687  .764 

A 

.212 

.242 

•278 

.239 

.319 

.398 

.478  -558 

.638 

.717 

.797 

iS 

1 

.220 

.252 

.290 

.249 

.332 

.415 

.498  .531 

.664 

.747 

.830 

H 

.229 

.262 

.301 

.259 

.345 

.432 

.518  .604 

.691 

.777 

.863 

f 

.238 

.273 

.313 

.269 

.359 

.448 

.538 

.628 

.717 

.807 

.896 

H 

.247 

.283 

.324 

.279 

.372 

.465 

.558 

.651 

.744 

.837 

.930 

i 

.212 

.242 

.278 

.239 

.319 

.398 

.478 

.558 

.638 

.717 

.797 

.877 

.956 

1.036 

1.116 

A 

.220 

.252 

.290 

.249 

.332 

.415 

.498 

.581 

.664 

.747 

.830 

.913 

.996 

1.079 

1.162 

! 

.223 

.262 

.301 

.259 

.345 

.432 

.518 

.604 

.691 

.777 

.863 

.950 

1.036 

1.122 

1.209 

1 

1* 

.238 

.273 

.313 

.269 

•359 

.448 

.538 

.628 

.717 

.807 

.896 

.986 

1.076|1.165|1.255 

1 
U 

.247 
.256 

.283 
.293 

.324 
.336 

.279 
.289 

.372  .465  .558 
.385  .481  .578 

.651 
.674 

.744 
.770 

.837 
.867 

.930 
.963 

1.023 
1.059 

1.1161.2091-302 
1.1551.2521.348 

i 

.265 

.303 

.348 

.299 

.3981  .4981  .598 

.697 

.797 

.896)  .996|l.096|l.l95ll.295ll.395 

315 


CARNEGIE    STEEL    COMPANY 


WEIGHTS  OF  BEVEL  EDGE—  Continued 

Pounds  per  Lineal  Foot 

i 

It- 

Dimen- 
sions 

Thickness,  B.  W.  G.  and  Inches 

a 

b 

No. 
13 

No. 
12 

4 

A 

ft 

A 

i 

& 

A 

44 

i 

u 

IB 

41 

4 

~&~ 

.273 

.313 

.359 

.448 

.538 

.628 

.717 

.807 

.896 

.986 

1.076 

1.165 

1.255 

1 

.283 

.324 

.372 

.465 

.558 

.651 

.744 

.837 

.930 

1.023 

1.116 

1.209  1.302 

14 

.293 

.336 

.385 

.481 

.578 

.674 

.770 

.867 

.963 

1.059 

1.155 

1.252 

1.348 

| 

.303 

.348 

.398 

.498 

.598 

.697 

.797 

.896 

.996 

1.096 

1.195 

1.295 

1.395 

H 

.313 

.359 

.412 

.515 

.618 

.721 

.823 

.926 

1.029 

1.132 

1.235 

1.338 

1.441 

i 

.323 

.371 

.425 

.531 

.638 

.744 

.850 

.956 

1.063 

1.169 

1.275 

1.381 

1.488 

H 

.333 

.382 

.438 

.548 

•657 

.767 

.877 

.986 

1.096 

1.205  1.315 

1.424 

1.534 

l 

.343 

.394 

.452 

.564 

.677 

.790 

.903 

1.016 

1.129 

1.242 

1.355 

1.468 

1.580 

1 

.303 

.348 

.398 

.498 

.598 

.697 

.797 

.896 

.996 

1.096 

1.195 

1.295 

1.395 

H 

.313 

.359 

.412 

.515 

.618 

.721 

.823 

.926 

1.029 

1.132 

1.235 

1.338 

1.441 

i 

.323 

.371 

.425 

.531 

.638 

.744 

.850 

.956 

1.063 

1.169 

1.275 

1.381 

1.488 

J;' 

.333 

.382 

.438 

.548 

.657 

.767 

.877 

.986 

1.096 

1.205 

1.315 

1.424 

1.534 

1 

.343 

.394 

.452 

.564 

.677 

.790 

.903 

1.016 

1.129 

1.242 

1.355 

1.468 

1.580 

.353 

.405 

.465 

.581 

.697 

.813 

.930 

1.046 

1.162 

1.278 

1.395 

1.511 

1.627 

1 

.363 

.417 

.478 

.598 

.717 

.837 

.956 

1.076 

1.195 

1.315 

1.434 

1.554 

1.673 

1A 

.373 

.429 

.491 

.614 

.737 

.860 

.983 

1.106 

1.229 

1.351 

1.474 

1.597 

1.720 

14 

.333 

.382 

.438 

.548 

.657 

.767 

.877 

.986 

1.096 

1.205 

1.315 

1.424 

1.534 

1 

.343 

.394 

.452 

.564 

.677 

.790 

.903 

1.016 

1.129 

1.242 

1.355 

1.468 

1.580 

11 

.353 

.405 

.465 

.581 

.697 

.813 

.930 

1.046 

1.162 

1.278 

1.395 

1.511 

1.627 

1  J 

i 

.363 

.417 

.478 

.598 

.717 

.837 

.956 

1.076 

1.195 

1.315 

1.434 

1.554 

1.673 

J-  8 

IB 

.373 

.429 

.491 

.614 

.737 

.860 

.983 

1.106 

1.229 

1.351 

1.474 

1.597 

1.720 

1 

.384 

.440 

.505 

.631 

.757 

.883 

1.009 

1.136 

1.262 

1.388 

1.514 

1.640 

1.766 

liV 

.394 

.452 

.518 

.647 

.777 

.906 

1.036 

1.165 

1.295 

1.424 

1.554 

1.683 

1.813 

14 

.404 

.463 

.531 

.664 

.797 

.930 

1.063 

1.195 

1.328 

1.461 

1.594 

1.727 

1.859 

1 

.363 

.417 

.478 

.598 

.717 

.837 

.956 

1.076 

1.195 

1.315 

1.434 

1.554 

1.673 

1.793 

1.913 

i 

.384 

.440 

.505 

.631 

.757 

.883 

1.009 

1.136 

1.262 

1.388 

1.514 

1.640 

1.766 

1.893 

2.019 

14 

l 
14 

.404 
.424 

.463 
.486 

.531 
.558 

.664 
.697 

.797 
.837 

.930 
.976 

1.063 
1.116 

1.195 
1.255 

1.328 
1.395 

1.461 
1.534 

1.594 
1.673 

1.727 
1.813 

1.859  1.992J2.125 
1.952  2.09212.231 

11 

.444 

.510 

.584 

.730 

.877 

1.023 

1.169 

1.315 

1.461 

1.607 

1.753 

1.899 

2.045 

2.1912.338 

l 

.424 

.444 

.486 
.510 

.558 
.584 

.697 
.730 

.837 
.877 

.976 
1.023 

1.116 
1.169 

1.255 
1.315 

1.395 
1.461 

1.534 
1.607 

1.673 
1.753 

1.813 
1.899 

1.952  2.092:2.231 
2.0452.1912.338 

1  * 

U 

.464 

.533 

.611 

.764 

.916 

1.069 

1.222 

1.375 

1.527 

1.680 

1.833 

1.986 

2.1382.2912.444 

* 

11 

.485 

.356 

.638 

.797 

.956 

1.116 

1.275 

1.434 

1.594 

1.753 

1.913 

2.072 

2.231 

2.3912.550 

1! 

.505 

.579 

.664 

.830 

.997 

1.162 

1.328 

1.494 

1.660 

1.826 

1.992 

2.158 

2.324 

2.4902-656  . 

L| 

.525 

.602 

.691 

.863 

1.036 

1.209 

1.381 

1.554 

1.727 

1.899 

2.072 

2.245 

2.417 

2.5902.763 

'1 

.485 

.556 

.638 

.797 

.956 

1.116 

1.275 

1.434 

1.594 

1.753 

1.913 

2.072 

2.231 

2.3912.550 

11 
U 

.505 
.525 

.579 
.602 

.664 
.691 

.830 
.863 

.996 
1.036 

1.162 
1.209 

1.328 
1.381 

1.494 
1.554 

1.660 
1.727 

1.826 
1.899 

1.992 
2.072 

2.158 
2.245 

2.324 
2.417 

2.4902.656 
2.5902.763 

2 

it 

.545 

.625 

.717 

.896 

1.076 

1.255 

1.434 

1.614 

1.793 

1.972 

2.152 

2.331 

2.510 

2.6892.869 

li 

.565 

.649 

.744 

.930 

1.116 

1.302 

1.488  1.673 

1.859 

2.045 

2.231 

2.417 

2.603  '2.789  2.975 

l! 
if 

.585 
.606 

.672 
.695 

.770 

.797 

.963 
.996 

1.155 
1.195 

1.348 
1.395 

1.5411.7331.9262.118 
1.594  1.793  1.99212.191 

2.311 
2.391 

2.504  2.696  2.889'3.081 
2.590i2.789i2.988i3.188 

316 


WEIGHTS    OF    BEVEL    SECTIONS 


WEIGHTS  OF  BEVEL  EDGE—  Concluded 

Pounds  per  Lineal  Foot 

*—-b  * 

i                                 ! 

k                    £L                      ^ 

Dimen- 

Thickness, B.  W.  G.  and  Inches 

sions 

a         b 

No. 
13 

No. 
12 

t 

& 

& 

& 

i 

A 

A 

ii 

t 

1         .525 

.602 

.691 

.863 

1.036 

1.209 

1.381 

1.554 

1.727 

1.899 

2.072 

li       .545 

.625 

.717 

.896 

1.076 

1.255 

1.434 

1.614 

1.793 

1.972 

2.152 

11 

.565 

.649 

.744 

.930 

1.166 

1.302 

1.488 

1.673 

1.859 

2.045 

2.231 

21 

If 

.585 

.672 

.770 

.963 

1.155 

1.348 

1.541 

1.733 

1.926  12.118 

2.311 

11 

.606 

.695 

.797 

.996 

1.195 

1.395 

1.594 

1.793 

1.992 

2.191 

2.391 

If 

.626 

.718 

.823 

1.029 

1.235 

1.441 

1.647 

1.853 

2.059 

2.264 

2.470 

If 

.646 

.741 

.850 

1.063 

1.275 

1.488 

1.700 

1.913 

2.125 

2.338 

2.550 

H 

.666 

.764 

.877 

1.096 

1.315 

1.534 

1.753 

1.972 

2.191 

2.411 

2.630 

It 

.585 

.672 

.770 

.963 

1.155 

1.348 

1.541 

1.733 

1.926 

2.118 

2.311 

11 

.606 

.695 

.797 

.996 

1.195 

1.395 

1.594 

1.793 

1.992 

2.191 

2.391 

If 

.626 

.718 

.823 

1.029 

1.235 

1.441 

1.647 

1.853 

2.059 

2.264 

2.470 

ll 

.646 

.741 

.850 

1.063 

1.275 

1.488 

1.700 

1.913 

2.125 

2.338 

2.550 

2i 

If 

.666 

.764 

.877 

1.096 

1.315 

1.534 

1.753 

1.972 

2.191 

2.411 

2.630 

If 

.686 

.788 

.903 

1.129 

1.355 

1.580 

1.806 

2.032 

2.258 

2.484 

2-709 

ii 

.707 

.811 

.930 

1.162 

1.395 

1.627 

1.859 

2.092 

2.324 

2-557 

2.789 

2 

.727 

.834 

.956 

1.195 

1.434 

1.673 

1.913 

2.152 

2.391 

2.630 

2.869 

21 

.747 

.857 

.983 

1.229 

1.474 

1.720 

1.966 

2.211 

2.457 

2.703 

2.948 

11 

.626 

.718 

.823 

1.029 

1.235 

1.441 

1.647 

1.853 

2.059 

2.264 

2.470 

If 

.646 

.741 

.850 

1.063 

1.275 

1.488 

1.700 

1.913 

2.125 

2.338 

2.550 

U 

.666 

.764 

.877 

1.096 

1.315 

1.534 

1.753 

1.972 

2.191 

2.411 

2.630 

If 

.686 

.788 

.903 

1.129 

1.355 

1.580    1.806 

2.032 

2.258 

2.484 

2.709 

2f 

If 

.707 

.811 

.930 

1.162 

1.395    1.627     1.859 

2.092 

2.324 

2.557 

2.789 

11 

.727 

.834 

.956 

1.195 

1.434    1.673     1.913    2.152 

2.391 

2.630 

2.869 

2 

.747 

.857 

.983 

1.229 

1.474 

1.720 

1.966  i  2.211 

2.457 

2.703 

2.948 

21 

.767 

.880 

1.009 

1.262 

1.514 

1.766 

2.019    2.271 

2.523 

2.776 

3.028 

21 

.787 

.903 

1.036 

1.295 

1.554 

1.813 

2.072    2-331 

2.590 

2.849 

3.108 

li 

.727 

.834 

.956 

1.195 

1.434     1.673 

1.913 

2.152 

2.391 

2-630 

2.869 

if 

.747 

.857 

.983 

1.229 

1.474    1.720 

1.966 

2.211 

2.457 

2.703 

2.948 

if 

.767 

.880 

1.009 

1.262 

1.514    1.766 

2.019 

2.271 

2.523 

2.776 

3-028 

.787 

.903 

1.036    1-295 

1.554 

1.813 

2.072 

2.331 

2.590 

2.849 

3.108 

2 

.808 

.927 

1.063  !  1.328 

1.594 

1.859 

2.125 

2.391 

2.656 

2.922 

3-188 

21 

.828 

.950 

1.089    1-361 

1.634 

1.906 

2.178 

2.450 

2.723 

2.995 

3.267 

21 

•  Oro 

.973 

1.116 

1.395 

1.673 

1.952 

2.231 

2.510 

2.789 

3.068 

3.347 

21 

.868 

.996 

1.142 

1.428 

1.713 

1.999 

2.284 

2.570 

2-855 

3.141 

3.427 

21 

.888 

1.019 

1.169 

1.461 

1.753 

2.045 

2.338 

2.630 

2.922 

3.214 

3.506 

2f 

.908 

1.042 

1.195    1.494 

1.793 

2.092 

2.391 

2.689 

2.988 

3.287 

3-586 

317 


CARNEGIE    STEEL    COMPANY 


O 

u-  .E 

is 


a 


LJ 


s. 


oaoa 

w 


OCS3 


C^         Cbt-lTdhcSrHCD         T-Hcic3c~-C^O 

•*     •rMOLftKcDcD     t-c^oooocn 


fegasas? 

en  <r>  m  •&-  >*•  •«*• 


'">         CDCOCT>O*H        CO^t-LOt^CTiTH       ^~ 

«|S        '-?'^'-j0?cx?      woaodoaoaco      07 


T—  (  O3  CO 

cr>  o  i-4 


LJ 


51 


Sis 


OOOOCT5OO 
OCOOrH  rH 


318 


WEIGHTS   OF   HALF  OVAL  SECTIONS 


WEIGHTS  OF  HALF  OVALS 
Pounds  per  Lineal  Foot 


II 


C^O3O-^-( 
LOCDCNJCD 


COCT>TH 

55  8?  8 


8§  5  S  c2 

i-iT-it-ii-i 


CT>  r-<  oo 


•s 


COrHCOlOOOOO3^-C^- 


OO  i-l  OO  CD  IT)  <M  O 

oo  cp  co  r-t  g>  10  T-I 

CD  O  tH  CM  CN1  ^-  CD 


319 


CARNEGIE    STEEL    COMPANY 


WEIGHTS  OF  SQUARE  BARS 

Pounds  Per  Lineal  Foot 

Size, 

Pounds 

Size, 

Pounds 

Size, 

Pounds 

Size, 

Pounds 

Size, 

Pounds 

Inches 

per  Foot 

Inches 

per  Foot 

Inches 

per  Foot 

Inches 

per  Foot 

Inches 

per  Foot 

H 

.0531 

& 

.0672 

•  JL. 

3.616 

2M 

26.300 

1 

A 

105.20 

$TS 

279.2 

'fs 

.0830 

'  JL. 

3.838 

213. 

26.895 

B 

107.58 

93^ 

283.1 

Ji 

.1004 

'  ~h 

4.067 

2ft 

27.496 

H 

109.98 

9A 

287.0 

IT 

.1195 

i  % 

4.303 

28.103 

K 

112.41 

934 

290.9 

$i 

.1403 

•  ^ 

4.546 

2ff 

28.717 

1 

H 

114.87 

9A 

294.9 

iV 

.1627 

'  A 

4.795 

2|| 

29.338 

E 

% 

117.35 

9H 

298.8 

21 

.1868 

'  ~sfa 

5.050 

2^k 

29.966 

5 

H 

119.86 

9ir 

302.8 

34 

.2125 

134 

5.313 

3 

30.600 

e 

122.40 

93^ 

306.8 

ii 

.2399 

1& 

5.581 

v3f 

31.241 

t 

iV 

124.96 

gj^. 

310.9 

• 

.2689 

l"^1 

5.857 

31.888 

i 

M 

127.55 

9% 

315.0 

if 

.2997 

ill 

6.139 

3& 

32.542 

i 

£ 

130.17 

9H 

319.1 

A 

.3320 

1/-i 

6.428 

3:Mj 

33.203 

634 

132.81 

323.2 

|i 

.3661 

1  32" 

6.724 

W3"J 

33.871 

C 

A 

135.48 

9ii 

327.4 

ii 

.4018 

7.026 

34.545 

1 

H 

138.18 

9% 

331.6 

33 

.4391 

'  1A 

7.335 

JL. 

35.225 

1 

140.90 

Q  JA 

335.8 

Ii 

.4781 

13-3 

7.650 

334 

35.913 

1 

143.65 

10 

340.0 

J5 

.5188 

JIT 

7.972 

3  JL 

36.606 

( 

A 

146.43 

QJ^ 

344.3 

H 

.5611 

TS 

8.301 

j4 

37.307 

1 

% 

149.23 

03^ 

348.5 

ii 

.6051 

'  T! 

8.636 

ii 

38.014 

1 

H 

152.06 

§A 

352.9 

ft 

.6508 

'  54 

8.978 

3^ 

38.728 

( 

M 

154.91 

034 

357.2 

I* 

.6981 

9.327 

3H 

39.449 

( 

H 

157.79 

OA 

361.6 

H 

.7471 

H 

9.682 

3iV 

40.176 

1 

» 

160.70 

Q*A 

366.0 

ii 

.7977 

M 

10.044 

3^1 

40.910 

1 

H 

163.64 

8  IT 

370.4 

/^ 

.8500 

M 

10.413 

33^ 

41.650 

/ 

166.60 

1A 

374.9 

.9040 

If 

10.788 

$TS 

43.151 

/ 

jj 

169.59 

0^ 

379.3 

.9596 

i| 

11.170 

35^ 

44.678 

7 

3^ 

172.60 

0^1 

383.8 

1 

1.0168 
1.0758 

H 

11.558 
11.953 

in 

46.232 
47.813 

i 

§ 

175.64 
178.71 

OM 

388.4 
392.9 

i 

1.1364 
1.1986 

12.355 
12.763 

if/ 

49.420 
51.053 

i 

181.81 
184.93 

m 

397.5 
402.1 

1.2625 

13.178 

»  if 

52.713 

/ 

188.08 

OH 

406.7 

n 

1.3281 

2 

13.600 

4 

54.400 

1 

§ 

191.25 

1 

411.4 

1.3954 

14.028 

4& 

56.113 

1 

A 

194.45 

416.1 

1.4643 

2ir 

14.463 

*ys 

57.853 

1 

Ks 

197.68 

420.8 

1.5348 

2~V 

14.905 

59.620 

H 

200.93 

lA 

425.5 

1.6070 

2^8 

15.353 

434 

61.413 

\ 

« 

204.21 

134 

430.3 

16809 

2A 

15.808 

^5 

63.232 

/ 

is 

207.52 

'  IT 

435.1 

1.7564 

16.270 

1  % 

65.078 

/ 

y« 

210.85 

'  3^ 

439.9 

1.8336 

Jft 

16.738 

t,  JL 

66.951 

H 

214.21 

'  TT 

444.8 

1.9125 

234 

17.213 

43-^ 

68.850 

1 

217.60 

V/Z 

449.6 

1.9930 
2.0752 
2.1590 
2.2445 

1 

17.694 
18.182 
18.677 
19.178 

1 

70.776 
72.728 
74707 
76.713 

i 

1 

221.01 
224.45 
227.92 
231.41 

is 

454.6 
459.5 
464.4 
469.4 

2.3317 

2ia 

19.686 

4ii 

78.745 

[ 

A 

234.93 

11rl 

474.4 

2.4205 

2ir 

20.201 

4K 

80.803 

: 

;3^ 

238.48 

11/^8 

479.5 

i 

2.5110 
2.6031 

28 

20.722 
21.250 

p 

82.888 
85.000 

i 

% 

242.05 
245.65 

!1if 

484.5 

i 

2.6969 

21T. 

21.785 

gJL 

87.138 

TS 

249.28 

.. 

4 

2.7924 

2iT 

22.326 

53^i 

89.303 

5A 

252.93 

I 

2.8895 

2*4 

22.874 

gjt. 

91.495 

i^ 

256.61 

1 

2.9883 

25/8 

23.428 

534 

93.713 

/^ 

260.31 

4 

3.0887 

23.989 

UTS' 

95.957 

H 

264.04 

4 

3.1908 

nn. 

24.557 

98.228 

H 

267.80 

I 

3.2946 

2j| 

25.131 

gJLl 

100.526 

H 

271.59 

i  " 

3.4000 

2H 

25.713 

53/2 

102.850 

275.40         

320 


WEIGHTS  OF   BARS 


WEIGHTS  OF  ROUND  BARS 

Pounds  Per  Lineal  Foot 

Size, 

Pounds 

Size, 

Pounds 

Size, 

Pounds 

Size, 

Pounds 

Size,       Pounds 

Inches 

per  Foot 

Inches 

per  Foot 

Inches 

per  Foot 

Inches 

per  Foot 

Inches    per  Foot 

ys 

.0417 

JL 

.0528 

1A 

2.8399 

2ff 

20.656 

5* 

82.62 

gjL 

219.3 

ft 

.0652 

j  ju 

3.0146 

2{-| 

21.123 

V/8 

84.49 

9/'8 

222.4 

M 

.0789 

j  ft 

3.1945 

2  rl 

21.595 

5H 

86.38 

9A 

225.4 

S 

.0939 

3.3797 

2H 

22.072 

5% 

88.29 

9M 

228.5 

i! 

.1102 

1A 

3.5700 

i 

3.0 

22.555 

5H 

90.22 

9A 

231.6 

.1278 

~iS 

3.7656 

Ii 

23.042 

5% 

92.17 

9iHi 

234.7 

IS 

.1467 

JL 

3.9664 

it 

PI 

23.535 

5H 

94.14 

9A 

237.8 

?4 

.1669 

'  % 

4.1724 

i 

24.033 

6 

96.13 

9/i 

241.0 

H 

.1884 

& 

4.3836 

i 

A 

24.537 

DT6" 

98.15 

9& 

244.2 

5*2 

.2112 

^S 

4.6001 

< 

JL 

25.045 

100.18 

9^8 

247.4 

if 

.2354 

'    3% 

4.8218 

i 

J> 

25.559 

gJL. 

102.24 

9H' 

250.6 

A 

.2608 

'  H 

5.0486 

i 

1A 

26.078 

6M 

104.31 

In 

253.9 

Ii 

.2875 

?l| 

5.2807 

; 

&     \  26.602 

gJL 

106.41 

257.1 

n 

.3155 

16 

5.5180 

] 

27.131 

6^8 

108.53 

260.4 

H 

.3449 

1  \  5 

5.7606 

V 

27.666 

6iTT 

110.66 

263.7 

H 

.3755 

\y% 

6.0083 

28.206 

gl/£ 

112.82 

267.0 

ai 

.4075 

iu 

6.2612 

3& 

28.751 

g_^ 

115.00 

JQ  JL 

270.4 

14 

.4407 

J  J» 

6.5194 

j_5_ 

29.301 

g5^ 

117.20 

10/^ 

273.8 

H 

.4753 

1M 

6.7828 

3il. 

29.856 

6H 

119.43 

10A 

277.1 

A 

.5111 

\y% 

7,0514 

$% 

30.417 

6M 

121.67 

10/4 

280.6 

8 

.5483 

11^ 

7.3252 

3M 

30.983 

6H 

123.93 

10A 

284.0 

if 

.5867 

1  JJ' 

7.6043 

J-L 

31.554 

6^ 

126.22 

10/^ 

287.4 

H 

.6265 

111 

7.8885 

3M 

32.130 

6fl 

128.52 

10  A 

290.9 

Yi 

.6676 

1M 

8.1780 

3M 

32.712 

7 

130.85 

103^ 

294.4 

8 

.7100 
.7536 

ii 

8.4726 
8.7725 

3§ 

33.891 

35.090 

i 

133.19 
135.56 

loft 

297.9 

301.5 

1 

.7986 
.8449 

ii 

9.0776 
9.3880 

il 

36.311 
37.552 

1 

137.95 
140.36 

loll 

305.0 
308.6 

8 
i 

.8925 
.9414 
.9916 
1.0431 

P 

9.7035 
10.0243 
10.3502 
10.6814 

38.814 
40.097 
41.401 
42.726 

1 

142.79 
145.24 
147.71 
150.21 

P 

312.2 
315.8 
319.5 
323.1 

\ 

1.0959 

2A1 

11.0178 

t 

JL 

44.071 

7A 

152.72 

|JL 

326.8 

\ 

1.1500 

2iV 

11.3595 

1^ 

45.438 

75/i 

155.26 

1/^ 

330.5 

3. 

1.2054 
1.2622 

IP, 

11.7063 
12.0583 

I 

a 

46.825 
48.233 

1 

157.81 
160.39 

1M 

334.2 
337.9 

i 

1.3202 

2& 

12.4156 

t 

A 

49.662 

7H 

162.99 

1A 

341.7 

i 

1.3795 

2^g 

12.7781 

t 

R 

51.112 

165.60 

N 

345.5 

I 

1.4401 
1.5021 

$% 

13.1458 
13.5187 

i 

Tff 

y& 

52.583 
54.075 

8"8 

168.24 
170.90 

US 

349.3 
353.1 

1.5653 

2A 

13.8968 

t 

ft 

55.587 

gJL 

173.58 

11& 

357.0 

1.6299 

2A 

14.2802 

t 

57.121 

8¥ 

176.29 

\\y» 

360.9 

1.6957 

2y| 

14.6687 

t 

ri 

58.675 

179.01 

lit 

364.8 

1.7629 

2% 

15.0625 

t 

/4 

60.250 

8M 

181.75 

11% 

368.7 

1.8313 
1.9011 

15.4615 
15.8657 

t 
t 

i 

61.846 
63.463 

8H 

184.52 
187.30 

HP. 

372.6 
376.6 

1.9721 

16.2751 

t 

H 

65.100 

g-Z. 

190.11 

Ilii 

380.5 

i 

2.0445 

16.6898 

5 

66.759 

8/^ 

192.93 

[ 

2.1182 

2w 

17.1096 

5A 

68.438 

8^- 

195.78 

2.1931 

2^ 

17.5346 

gi^ 

70.139 

i  '/^ 

198.65 

2.2694 

2ii 

17.9650 

g_3_ 

71.860 

]  ;it 

201.54 

[ 

2.3470 

2/-6 

18.4004 

5M 

73.602 

!  % 

204.45 

1 

2.4259 
2.5061 

it 

18.8410 
19.2870 

IH 

75.364 
77.148 

It! 

207.38 
210.33 

•  • 

... 

. 

<- 

2.5876 

2|& 

19.7382 

gJL 

78.953 

jtt 

213.31 

1  ' 

2.6704 

2M 

20.1946 

m 

80.778 

216.30 

.... 

321 


CARNEGIE    STEEL    COMPANY 


WEIGHTS  OF  HEXAGON  BARS 

Pounds  Per  Lineal  Foot 

OT 

Size,  h, 
Inches 

Pounds 
per  Foot 

Size,  h, 
Inches 

Pounds 
per  Foot 

Size,  h,               Pounds 
Inches              per  Foot 

1 

.0460 

Y 

.0719 
.1035 
.1409 
.1840 

1  32 

3.131 
3.324 
3.522 
3.727 

2^                  15.746 
2f                   16.609 
2/B                  17.494 
2i                  18.403 

1 

.2329 
.2875 
.3479 
.4141 

ITS 

1:52 

3.937 
4.152 
4.374 
4.601 

2T9e                   19-335 
2  f                    20.289 
2tt                 21.267 
2f                   22.268 

¥ 

.4860 
.5636 
.6470 
.7361 

135 

ill 

4.834 
5.072 
5.317 
5.567 

2ti                  23.291 
21                   24.338 
2H                  25.408 
3                    26.500 

1 

.8310  . 
.9316 
1.0380 
1.1502 

1 

5.823 
6.085 
6.352 
6.625 

3&                 27.616 
3i                  28.755 
3T35                 29.916 
3i                 31.101 

I! 
f 

1.2681 
1.3917 
1.5211 
1.6563 

Si 

7.189 
7.775 
8.385 
9.018 

3f\                 32.309 
31                  33.540 
3i7B                  34.793 
3  §                  36.070 

1 

1.7972 
1.9438 
2.0962 
2.2544 

P 

9.673 
10.352  . 
11.053 
11.778 

3T9S                 37.370 
38.692 
3H                 40.038 
35                  41.407 

,1! 

2.4183 
2.5879 
2.7633 
2.9445 

l 

12.525 
13.296 
14.089 
14.907 

3l§                 42.799 
31                   44.213 
3}|                 45.651 
4                    47.112 

322 


GAGES 


BIRMINGHAM  WIRE  GAGE 
Equivalents  in  Inches  and  Corresponding  Weights  of 
Flat  Rolled  Steel 

Gage 
Number 

Thickness, 
Inches 

Weight, 
per  Sq.  Foot, 
Pounds 

Thickness 

Weight, 
per  Sq.  Foot, 
Pounds 

Fractional, 
Inches 

Decimal, 
Inches 

.454 
.425 

.380 
.340 

.300 

.284 
.259 

.238 
.220 
.203 
.180 
.165 
.148 
.134 
.120 
.109 
.095 
.083 
.072 
.065 
.058 
.049 
.042 
.035 
.032 
.028 
.025 
.022 
.020 
.018 
.016 
.014 
.013 
.012 
.010 
.009 
.008 
.007 
.005 
.004 

18.5232 
17-34 

J 
JS 

TC 

H 

1 
H 

1*8 

H 
A 

II 
i 

if 

& 
H 

T3B 

H 

& 

A 

* 
& 
A 
A 

A 
ft 

.5 
.46875 
.4375 
.40625 
.375 
.34375 
.3125 
.296875 
.28125 
.265625 
.25 
.234375 
.21875, 
.203125 
.1875 
,171875 
.15625 
.140625 
.125 
.109375 
.09375 
.078125 

.0625 
.046875 

20.4 
19.125 
17.85 
16.575 
15.3 
14.025 
12.75 
12.1125 
11.475 
10.8375 
10.2 
9.5625 
8.925 
8.2875 
7.65 
7.0125 
6.375 
5.7375 
5.1 
4.4625 
3.825 
3.1875 

0000 
000 

00 
0 

15.504 
13.872 

12.24 
11.5872 
10.5672 

9.7104 
8.976 
8.2824 
7.344 
6.732 
6.0384 
5.4672 
4.896 
4.4472 
3.876 
3.3864 
2.9376 
2.652 
2.3664 
1.9992 
1.7136 
1.428 
1.3056 
1.1424 
1.02 
0.8976 
0.816 
0.7344 
0.6528 
0.5712 
0.5304 
0.4896 
0.408 
0.3672 
0.3264 
0-2856 
0.2040 
0.1632 

1 
2 
3 

4 
5 
6 
7 
8 
9 
10 
11 
12 
13 
14 
15 
16 
17 
18 
19 
20 
21 
22 
23 
24 
25 
26 
27 
28 
29 
30 
31 
32 
33 
34 
35 
36 

2.55 
1.9125 

1.275 

A 

.03125 

.015625 

& 

0.6375 

xb 
**» 

.0078125 
.00390625 

0-31875 
0.159375 

Unless  otherwise  specified,  all  orders  for  flat  rolled  steel  in  gages  will  be    executed  by  Carnegie 
Steel  Company  to  Birmingham  Wire  Gage. 

323 


CARNEGIE    STEEL    COMPANY 


UNITED  STATES  STANDARD  GAGE 

For 

Sheet  and  Plate  Iron  and  Steel 

Gage 
Number 

Approximate  Thickness 

Weight  per 
Square  Foot 
Ounces,  Av. 

Weight  per 
Square  Foot 
Pounds,  Av. 

Weight  per 
Sq.  Meter, 
Kilograms 

Fractional          Decimal         ....... 
Inches             Inches          Millimeters 

0000000 
000000 
00000 

i 

.5 
.46875 
.4375 

12.7 
11.90625 
11.1125 

320 
300 
280 

20.00 
18.75 
17.50 

97.65 
91.55 
85.44 

0000 
000 
CO 
0 

! 

.40625 
.375 
.34375 
.3125 

10.31875 
9.525 
8.73125 
7.9375 

260 

240 
220 
200 

16.25 
15.00 
13.75 
12.50 

79.33 
73.24 
67.13 
61.03 

1 

2 
3 

4 

ft 

A 

.28125 
.265625 
.25 
.234375 

7.14375 
6.746875 
6.35 
5-953125 

180 

170 
160 
150 

11.25 
10.625 
10.00 
9-375 

54.93 
51.88 
48-82 
45.77 

5 
6 
7 
8 

A 
H 

IS 

.21875 
.203125 
.1875 
.171875 

5-55625 
5-159375 
4.7625 
4.365625 

140 
130 
120 
110 

8.75 
8.125 
7.5 
6.875 

42.72 
39.67 
36.62 
33-57 

9 
10 
11 
12 

A 
I 

.15625 
.140625 
.125 
.109375 

3.96875 
3.571875 
3.175 
2.778125 

100 
90 
80 
70 

6.25 
5.625 
5.00 
4.375 

30.52 
27.46 
24-41 
21.36 

13 
14 
15 
16 

I 

.09375 
.078125 
.0703125 
.0625 

2.38125 
1.984375 
1.7859375 
1.5875 

60 
50 

45 
40 

3.75 
3-125 
2.8125 
2.50 

18-31 
15.26 
13.73 
12.21 

17 
18 
19 
20 

I 

T 

8% 

.05625 
.05 
.04375 
.0375 

1.42875 
1.27 
1.11125 
.9525 

36 
32 
28 

24 

2.25 
2.00 
1.75 
1.50 

10.99 
9.765 
8.544 
7-324 

21 
22 
23 
24 

t 
f 

.034375 
.03125 
.028125 
.025 

.873125 
.793750 
.714375 
.635 

22 
20 
18 

16 

1.375 
1.25 
1.125 
1.00 

6.713 
6.103 
5-493 
4.882 

25 
26 
27 
28 

355 

1 

.021875 
.01875 
.0171875 
.015625 

.555625 
.47625 
.4365625 
.396875 

14 
12 
11 
10 

.875 
.75 
.6875 
.625 

4.272 
3-662 
3.357 
3.052 

29 
30 
31 
32 

•fe 

$ 

m 

.0140625 
.0125 
.0109375 
.01015625 

.3571875 

.3175 
.2778125 
.25796875 

9 
8 
7 
6^ 

.5625 
.50 
.4375 
.40625 

2.746 
2.441 
2.136 
1.983 

33 
34 
35 
36 

± 

•r 

I2S5 

.009375 
.00859375 
.0078125 
.00703125 

.238125 
.21828125 
.1984375 
.17859375 

6 

If 

4Ji 

.375 

.34375 
.3125 
.28125 

1.831 
1.678 
1.526 
1.373 

37 
38 

511,7 
iH 

.006640625 
.00625 

.168671875 
.15875 

4X 

.265625 
.25 

1.297 
1.221 

The  United  States  Standard  Gage  is  a  weight  gage  based  upon  the  weights  per  square  foot,  in 
ounces  avoirdupois  and  approximate  thicknesses  based  upon  480  pounds  per  cubic  foot. 
In  the  practical  use  and  application  of  the  United  States  Standard  Gage,  a  weight  variation  of 
2,'i  per  cent  either  way  may  be  allowed. 
Unless  otherwise  specified,  all  orders  for  flat  rolled  steel  in  gages  will  be  executed,  by  Carnegie 
Steel  Company  to  Birmingham  Wire  Gage. 

324 


DECIMAL    TABLE 


DECIMALS  OF  AN  INCH  AND  OF  A  FOOT 

Fractions 

jj  i  ^ 
§.£  *  ;   Fractions 

|P 

1 
Fractions 

j|£; 

Fractions 

ffi 

of 
Inch  or  Foot 

STs?!   of 

-  -g  3   IQch  or  Foot 

•£5 

of 
Inch  or  Foot 

j|| 

of 
Inch  or  Foot 

If. 

~  g  o 
»8  -•** 

ill 

0  g  O  , 

fl  JS'43  1 

sl-J 

HH 

~ 

""* 

i  .0052  ' 
1  .0104 

f 

.2552 
.2604 

$• 

.5052     Si's 
.5104    6i 

.7552   !  9,1* 
.7604   i  9i 

A   .015625 

I3B 

JJ 

.265625 

3  ft 

U 

.515625 

6i3s 

i! 

.765625    9,^ 

.0208 

i 

.2708 

3i 

.5208 

61 

.7708     9i 

.0260 

A 

.2760 

3l5B 

.5260 

61% 

.7760 

9  ft 

A 

.03125 

1 

35 

.28125 

31 

45 

.53125 

g| 

M 

.78125 

91 

.0365 

175 

.2865 

3/5 

.5365 

6T7B 

.7865 

9i7« 

.0417 

1 

.2917 

il 

.5417 

H 

.7917 

9i 

«3j 

.046875 

• 

i° 

.296875 

395 

is 

.546875 

6lB 

li 

.796875 

9i9* 

.0521 

| 

.3021 

3|6 

.5521 

61 

.8021 

91 

.0573 

Ii 

.3073 

314 

.5573 

6!,', 

.8073 

914 

TS 

.0625 

ic« 

.3125 

31 

IB 

.5625 

61 

ii 

.8125 

91 

.0677 
.0729 

* 

.3177 
.3229 

f 

.5677 
.5729 

8J 

.8177 
.8229 

91§ 

1 

.078125 
.0833 
.0885 

i? 

u 

.328125 
.3333 
.3385 

i 

ii 

.578125 
.5833 
.5885 

?A 

ii 

.828125    911 
.8333    10 
.8385     lOrV 

3% 

.09375 
.0990 
.1042 

u 

ii 

.34375 
.3490 
.3542 

l 

41 

.59375 
.5990 
.6042 

l 

ii 

.84375 
.8490 
.8542 

II 

& 

.109375   VB 
.1146     11 

ii 

.359375 
.3646 

Ii6 

II 

.609375   7i5« 
.6146     71 

fl 

.859375 
.8646 

«f 

.1198 

ITa 

.3698 

4  IB 

.6198     7i7a 

.8698 

10/« 

1 

.1250 

H 

1 

.3750 

4} 

1 

.6250    7* 

1 

.8750 

10* 

.1302 
.1354 

»• 

.3802 
.3854 

if 

.6302     7,9S 
.6354     71 

.8802 
.8854 

18r 

A 

.140625 
.1458 
.1510 

8! 

If 

.390625 
.3958 
.4010 

I 

ft* 

.640625 
.6458 
.6510 

li; 

ii 

.890625 
.8958 
.9010 

IS* 
ii 

3B2 

.15625 

11 

43 

.40625 

41 

ii 

.65625 

71 

IS 

.90625 

101 

.1615 

111 

.4115 

415 

.6615 

7li 

.9115 

1011 

.1667 

2 

.4167 

5 

.6667 

8 

.9167 

11 

ii 

.171875 
.1771 

1 

ii 

.421875 
.4271 

&v 

5s 

ii 

.671875 
.6771 

8,1,, 
Bi 

IS 

.921875 
.9271 

}}p 

.1823 

.4323 

5l3B 

.6823 

8A 

.9323 

11l3B 

T3S 

.1875 

2i 

IS 

.4375 

51   jj 

.6875 

H 

ii 

.9375 

11i 

.1927 

2uj 

.4427 

5irs 

.6927 

8,\ 

.9427 

1  1  1'\ 

.1979 

21 

.4479 

5f 

.6979 

81 

.9479 

111 

*1 

.203125 
.2083 
.2135 

ir 

2i9s 

il 

.453125 
.4583 
.4635 

1 

II 

.703125 
.7083 
.7135 

1 

li 

.953125 
.9583 
.9635 

ill'- 

11& 

372 

.21875 

2! 

41 

.46875 

51 

Si 

.71875 

8! 

ii 

.96875 

11f 

.2240 
.2292 

.4740 
.4792 

il* 

.7240 
.7292 

.9740 
.9792 

lit* 

if 

.234375 

913 

ii 

.484375 

511 

Ii 

.734375   81  i 

§1 

.984375  !  1111 

.2396 

21 

.4896 

5s 

.7396    81 

.9896    Hi 

.2448 

211 

.4948 

5ti 

.7448     8t§ 

.9948 

nii 

i 

.2500 

3   !•  1 

.5000 

6 

* 

.7500     9 

1 

1.0000 

12 

325 


CARNEGIE    STEEL    COMPANY 


SECTION  NUMBER  INDEX 

ANGLES 

Section 
Number 

Page 
Number 

Section 
Number 

Page 
Number 

Section" 
Number 

Page 
Number 

Section 
Number 

Page 

Number 

Section 
Number 

Page 
Number 

A 

A 

A 

A 

A 

1 

52 

50 

54 

100 

54 

166 

57 

212 

59 

2 

52 

51 

54 

101 

54 

167 

57 

213 

59 

3 

52 

52 

54 

102 

55 

168 

57 

214 

59 

4 

52 

53 

54 

103 

52 

169 

58 

215 

59 

5 

52 

54 

54 

104 

52 

216 

59 

6 

52 

55 

54 

105 

52 

170 

58 

217 

59 

7 

52 

56 

54 

106 

52 

171 

58 

218 

59 

8 

52 

57 

54 

107 

52 

172 

58 

219 

59 

9 
10 

52 
52 

58 
59 

54 
54 

108 
109 

52 
52 

173 
174 
175 

58 
58 
58 

220 
221 

60 
60 

11 
12 
13 
14 
15 
16 
17 

52 
52 
52 
52 
52 
52 
52 

60 
61 
62 
63 
64 
65 

Aft 

54 
54 
54 
54 
54 
54 

FT  e 

110 
111 
112 
113 
116 

120 

52 
52 
52 
52 
52 

57 

176 
177 

178 
179 

180 
181 

58 
58 
58 
58 

58 
58 

222 
223 
224 
225 
226 
227 
228 

60 
60 
6O 
60 
6O 
6O 
6O 

18 
19 
20 
21 

53 
53 
53 
53 

DO 

67 
68 
69 

oo 

55 
55 
55 

121 
122 
123 
124 

57 
57 
57 
57 

182 
183 
184 
185 

58 
58 
58 
58 

229 

230 
231 
232 

60 

60 
60 
60' 

22 
23 
24 
25 
26 
27 
28 
29 

53 
53 
53 
53 
53 
53 
53 
53 

70 
71 

72 
73 
78 
79 

55 
55 
55 
55 
55 
55 

130 
131 
132 
133 
134 
135 
136 

56 
56 
56 
56 
56 
56 
56 

186 
187 
188 
189 

190 
191 
192 

58 
59 
59 
59 

59 
59 
59 

233 
234 
235 
236 
237 
238 
239 

60 
60 
60 
60 
60 
60 
60 

30 
31 
32 
33 
34 
35 
36 
37 
38 
39 

53 
53 
53 
53 
53 
53 
53 
53 
53 
53 

80 
81 

82 
83 
84 
85 
86 
87 
88 
89 
\ 

55 
55 
55 
55 
55 
55 
52 
52 
52 
57 

137 
138 
139 

150 
151 
152 
153 
154 
155 
156 

56 
56 
56 

57 
57 
57 
57 
57 
57 
57 

193 
194 
195 
196 
197 
198 
199 

200 
201 
202 

59 
59 
59 
59 
59 
59 
59 

59 
59 
59 

240 
241 

242 
243 
244 
245 
246 
247 
248 
249 

60 
60 
60 
60 
60 
60 
61 
61 
61 
61 

40 

53 

90 

53 

157 

57 

203 

59 

250    61 

41 

54 

91 

57 

158 

57 

204 

59 

251 

61 

42 

54 

92 

58 

159 

57 

205 

59 

252 

61 

43 

54 

93 

58 

206 

59 

253 

61 

44 

54 

94 

52 

160 

57 

207 

59 

254 

61 

45 

54 

95 

52 

161 

57 

208 

59 

255 

61 

46 

54 

96 

59 

162 

57 

209 

59 

256 

61 

47 

54 

97 

59 

163 

57 

257 

61 

48 

54 

98 

59 

164 

57 

210 

59 

258 

61 

49 

54 

99 

53 

165 

57 

211 

59 

259 

61 

326 


INDEX 


SECTION  NUMBER  INDEX—  Continued 

ANGLE  S—  Concluded 

Section 
Number 

Number 

Section 
Number 

Number 

Section 
Number 

Page   Section 
Number  ,  Number 

PaKc 
Number 

Section 
Number 

Page 
Number 

A 

A 

A 

A 

A 

260 

61 

340 

93 

396 

67 

532 

55 

650 

62 

261 
262 
263 

61 
61 
61 

350 
351 

65 
65 

397 
398 
399 

67 
67 
67 

533 
534 
535 

64 
55 
55 

660 
661 

63 
63 

264 
265 
266 
267 
268 
269 

62 
62 
62 
62 
62 
62 

352 
353 
354 
355 
356 
357 
358 

65 
65 
65 
65 
65 
65 
65 

400 
401 
402 
403 
404 
406 

67 
67 
67 
67 
67 
67 

537 
537 
538 
598 

600 
601 

69 
128 
63 
60 

60 
60 

670 
680 
690 
700 

64 
69 
63 
'68 

270 

62 

359 

fis 

407 

67 

6O2 

61 

701 

68 

271 

62 

1 

408 

67 

603 

61 

702 

68 

272 

62 

'360    65 

409 

67 

604 

61 

703 

68 

273 

62 

361 

65 

410 

67 

605 

61 

704 

68 

274 
275 
276 
277 

62 
62 
63 
63 

362 
363 
364 
365 

65 
65 
65 
65 

411 
412 
413 
414 

67 
67 
67 
67 

606 
608 
609 
610 

61 
62 
62 
62 

710 
711 
712 

68 
68 
68 

278 

64 

366 

65 

415 

67 

611 

62 

720 

68 

279 

280 
281 

64 

59 
64 

367 
368 
369 

65 
65 
65 

430 
480 

64 
61 

612 
613 
614 

62 
62 
63 

721 
730 

68 
68 

283 

60 

481 

61 

615 

63 

740 

68 

284 
285 
286 
288 
289 

53 
53 
60 
53 
63 

370 
371 
372 
373 
374 
375 

65 
66 
66 
66 
66 
66 

500 
501 
502 
503 
504 

53 
53 
54 
54 
54 

616 
618 
619 

620 
621 

63 
63 
63 

63 
63 

750 
770 
800 

68 
69 
69 

290 
291 

63 
53 

376 
377 

66 
66 

505 
506 

54 
54 

622 
623 

63 
64 

820 

69 

292 

58 

378 

66 

507 

54 

624 

64 

890 

69 

301 

58 

379 

66 

508 
509 

55 
55 

625 
626 

64 
64 

900 

69 

310 
320 

57 
56 

380 

382 

66 
65 

511 
512 

55 
55 

627 
628 

64 
64 

910 

68 

321 

56 

383 

66 

513 

55 

629 

64 

920 

69 

322 

56 

384 

66 

514 

55 

630 

64 

323 

56 

385 

66 

515 

55 

631 

63 

940 

64 

324 

56 

386 

66 

516 

55 

632 

61 

945 

55 

325 

56 

387 

66 

519 

55 

633 

64 

326 
327 

56 
56 

388 
389 

66 

66 

520 

67 

637 

62 

950 
955 

64 
64 

328 

56 

521 

66 

640 

60 

955 

128 

329 

56 

390 

66 

523 

62 

641 

60 

391 

66 

525 

63 

642 

60     960 

64 

330 

58 

392 

67 

526 

64 

643 

60 

331 

58 

393 

67 

528 

69 

644 

60    1000 

261 

332 

58 

394 

67 

528 

123 

645 

63 

333 

58 

395 

67 

529 

64 

646 

63   1  1010 

94 

327 


CARNEGIE    STEEL    COMPANY 


SECTION  NUMBER  INDEX—  Continued 
BEAMS,  BULB  SECTIONS  AND  CHANNELS 

Section 
Number 

Page 
Number 

Section 
Number 

Page 
Number 

Section 
Number 

Page 
Number 

Section 
Number 

Page 
Number 

Section 
Number 

Page 
Number 

B 

B 

C 

C 

C 

1 

5 

143 

30 

1 

32 

506    44 

582 

50 

2 

7 

144 

30 

2 

33 

508    43 

583 

42 

3 

4 
5 
7 
8 
9 

7 
9 
9 
10 
11 
11 

145 

146 
147 

196 
197 

201 

30 
30 
30 

24 
24 

25 

3 

4 

! 

7 
8 
9 

33 
34 
34 
34 
35 
35 
35 

510 
511 
513 
516 
518 
519 

43 
43 
43 
43 
43 
43 

584 
585 
586 
587 
588 
589 

44 
42 
43 
5O 
44 
43 

11     12 
"  13    12 

202 
203 

25 
25 

20 

32 

520 
522 

42 
42 

591 
592 

5O 
50 

15 
17 
19 

21 
23 

13 
13 
14 

14 
14 

205 
206 
208 
209 

211 

25 
25 
26 
26 

26 

72 

106 
107 
108 

35 

40 
39 
39 

523 
525 
527 
528 
529 

42 
42 
42 
42 
42 

593 
594 
595 
597 
598 
599 

50 
50 
50 
45 
45 
50 

24 
50 

61 
62 
63 
64 

5 
14 

S 
~l 

212    26 
215    26 
217    27 

218    27 

220    27 
221    27 
223    27 

109 

110 
112 

120 
121 

130 

39 

39 
40 

38 
39 

38 

531 
532 
534 
535 
536 
538 
539 

41 
41 
41 
41 
50 
41 
41 

600 
601 
602 
603 
604 
605 
606 

47 
47 
47 
47 
47 
47 
47 

65 

10 

224 

131 

38 

541 

48 

607 

46 

66 

11 

229 

28 

542     48 

608 

46 

67 

12 

230 

28     140 

37 

543    48 

609 

46 

68 
70 

13 
92 

233 
236 

28 

28 

150 
150  b 

37 
37 

544    48 
546    49 
547    49 

610 
611 

46 
46 

77 

14 

241 
242 

29 
29 

160 

36 

548    49 
549    49 

612 
613 

46 
46 

80 

,/81 

8 
,  8 

244 
245 

29 
29 

170 
171 

36 
36 

551    49 

620 

45 

100 

23 

500 

17 

190 

40 

556    41 

630 

50 

101 
102 

23 
23 

501 
503 

17 
17 

200 

40 

560    49 
561    49 

640 

45 

103 

23 

504 

17 

563    49 

660 

45 

105 

23 

506 

16 

210 

92 

564    49 

660 

117 

508 

16 

565 

49 

111 

93 

509 

17 

220 

40 

567  |   45 

1000 

47 

i 

221 

45 

568    44 

122 

31 

510 

17 

569    44 

1100 

50 

123 

31 

511 

17 

301 

93 

124 

31 

515 

16 

570    44 

1125 

47 

125 
129 

-  31 
93 

580 

582 

16 
16 

500 

501 

44 
44 

571    44 
574    43 

1250 

47 

502 

44 

577    41 

137 

30 

590 

16 

503 

44 

578    45 

1500 

47 

328 


INDEX 


SECTION  NUMBER  INDEX—  Continued 

H-SECTIONS,  PLOW  BEAMS,  U-BARS,  TEES  AND  ZEES 

Section 
Number 

Page 
Number 

Section 
Number 

Page 
Number 

Section 
Number 

Page 
Number 

Section 
Number 

Page        Section 
Number    Number 

Page 
Number 

H 

T 

T 

T 

Z 

* 

15 

1 

70 

66 

79 

500 

73 

1 

86 

2          15 

2 

70 

67 

79 

501 

74 

2 

86 

3 

71 

69 

79 

502 

.     74 

3           86 

3          15 

4 

71 

503 

74 

4 

86 

tli 

6 

71 

504 

75 

5 

86 

4           15 

7 

71 

70 

79 

505 

75 

6            86 

8 

71 

71 

79 

506 

75 

7 

87 

9 

71 

72 

79 

507 

75 

8 

87 

P 

73 

79 

509 

75 

9 

87 

10 

72 

74 

79 

2 
3 

19 
21 

11 
12 
13 

72 
72 
72 

75 
76 

77 

80 
80 
80 

510 
511 
512 

74 
74 
73 

10 
11 
12 

87 
87 
87 

7 

21 

14 

72 

78 

80 

513 

73 

13 

88 

8 

21 

15 

72 

79 

80 

514 

73 

14 

88 

9 

19 

16 

73 

515 

75 

15 

88 

i 

17 

73 

516 

75 

16 

88 

10 

19 

18 

73 

80 

80 

517 

82 

19 

89 

11 

1  ^ 

19 
19 

19 

74 

82 
83 

80 
80 

518 
519 

75 

82 

501 

89 

J.O 

14 
15 
16 

17 

20 
20 
20 
20 

20 
21 
22 
23 

74 
75 
75 
72 

84 
85 
86 
87 

81 
81 
81 
81 

521 
522 
522 
523 

82 
82 
128   ' 
82 

501 

510 

511 
512 

123 

89 
90 
90 

•    .  ,  * 

524 

81 

500 

22 

40 

70 

90 

85 

524 

123 

520 

90 

501 

22 

44 

78 

96 

76 

525 

82 

521 

90 

502 

18 

46 

70 

98 

83 

526 

75 

522            90 

504 

18 

48 
49 

76 
76 

99 

83 

527 

528 

85 
82 

523     ;        90 

505 

18 

528 

117 

530 

89 

506 

21 

50 

76 

100 

85 

529 

85 

508 

18 

51 

76 

100 

123 

529 

117 

540 

89 

52 

76 

101 

85 

1  oo 

529 

133 

'u 

53 
54 

77 

77 

101 

120 

530 

85 

55 

77 

530 

131 

56 

77 

154 

84 

532 

85 

571 

51 

57 

77 

156 

84 

532 

131 

573 

51 

58 

77 

157 

84 

533 

85 

575          51 

59 

78 

157 
158 

261 

84 

533 
534 

131 

85 

576          51 

60 

78 

158 

261 

534 

117 

577          51 

61 

78 

579          51 

62 

78 

600 

81 

581 

51 

63 
64 

78 
78 

160 
161 

83 
83 

601 
603 

81 

82 

65 

78 

162 

83 

605 

82 

329 


CARNEGIE    STEEL    COMPANY 


SECTION  NUMBER  INDEX—  Continued 

MISCELLANEOUS  SECTIONS 

Section 
Number 

Number 

Section 
Number 

Page 
Number 

Section 
Number 

Page  I  Section   Page  |  Section  |  Page 
Number  Number  Number  1  Number  Number 

•                II        ! 

M 

M 

M 

M 

M 

10 

95 

103 

91 

510 

203 

740 

111 

816 

218 

11 

95 

104 

91 

511 

203 

747 

190 

817 

218 

12 

95 

105 

91 

512 

203  i 

748 

202 

818  ;  218 

13 

95 

* 

513 

203 

749 

202 

819    218 

14 

95 

110 

93 

514 

203 

15 
16 
17 

264 
264 
264 

201 
202 
203 

254 

254 
254 

515 
516 
517 

203 
203 
203 

750 
758 
759 

111 
193 
193 

820 
821 
822 

198 
198 
198 

18 

265 

204 

254 

518 

203 

760 

111 

823 

203 

19 

265 

205 

254 

519 

203 

762 

164 

824 

207 

20 
21 
22 
23 

265 
263 
265 
265 

206 
207 
208 
209 

254 
254 
254 
254 

530 

620 
622 

206 

206 

206 

765 
769 

770 
771 

111 
194 

111 
215 

825 
826 
827 
828 
829 

203 
203 
207 
207 
203 

24 

263 

210 

254 

627 

201 

774 

111 

25 

263 

211 

254 

628 

201 

775 

111 

830 

198 

26 

265 

212 

254 

629    201 

779 

216 

831 

198 

27 

28 
28  A 
29 

30 
31 
32 

265 
262 
262 
263 

95 
95 
95 

213 
214 
215 
216 
217 
218 

221 

254 
254 
254 
254 
254 
254 

254 

662 
663 
664 
665 
666 
668 
669 

202 
202 
201 
201 
208 
201 
201 

780 

785 
787 
788 
789 

790 

7Q1 

111 
165 
197 
166 
193 

111 

1  Q7 

832 
834 
835 
836 

840 
849 

198 
219 
218 
218 

219 
219 

33 
34 

95 
95 

224 
225 

254 
255 

671 

201 

/  y  JL 
792 

7QQ 

iy  i 
197 

1  Q7 

850 

851 

189 

189 

35 

40 
49 

95 

176 
96 

226 
227 

228 
229 

255 
255 
255 
255 

684 
685 
689 

201 
202 
202 

/yo 
794 
795 
796 

xy  / 
197 
111 
111 

852 
855 

857 
858 

188 
197 
188 
196 

50 

96 

230 

255 

694 
699 

197 
206 

797 
798 

197 
195 

859 

216 

51 
52 
53 
54 

61 
65 
65  c 
67 

96 
96 
96 
96 

172 

172 
172 
172 

231 
232 

280 
290 
300 
312 

255 
255 

92 
94 
210 
185 

705 
706 
707 
708 
709 

710 
711 

206 
210 
210 
210 
210 

188 

188 

800 
801 
802 
803 
804 
805 
806 
807 

111 
182 
183 
183 
183 
164 
164 
183 

860 
861 
862 
863 
864 
867 
868 
869 

216 
216 
216 
216 
216 
215 
215 
215 

68 

70 
71 

80 
81 

172 

93 
94 

186 
186 

313 
314 

502 
505 
506 
507 
508 

185 
185 

203 
203 
203 
203 
203 

712 
714 
715 
716 
717 
718 
719 

188 
188 
165 
165 
164 
164 

808 
809 

810 
811 
812 
813 
814 

182 
112 

112 
112 
112 
112 
112 

870 

872 
873 
874 
875 
876 
877 

195 
216 
215 
215 
216 
215 
215 

91 

193 

509 

203 

735 

165 

815 

218 

879 

216 

330 


INDEX 


SECTION  NUMBER  INDEX—  Continued 

MISCELLANEOUS  SECTIONS—  Continued 

Section   Page 
Number  Number 

Section 
Number 

Number 

Section 
Number 

Page 
Number 

Section  .  Page 
Number  Number 

Section 
Number 

Number 

M 

M 

M 

M 

M 

880 

195 

956 

171 

1020 

107 

1090 

187 

1156 

108 

881 

185 

957 

171 

1021 

107 

1091 

185 

1157 

108 

883 

166 

958 

179 

1022 

107 

1092 

185 

1158 

108 

884 

166 

959 

203 

1024 

107 

1093 

110 

1159 

109 

885 

193 

1025 

107 

1095 

107 

1160 

109 

886 

165 

960 

170 

1026 

107 

1096 

107 

1162 

109 

887 

165 

961 

170 

1027 

107 

1097 

107 

1163 

109 

888 

157 

962 

170 

1028 

107 

1098 

107 

1164 

158 

889 

157 

963 

170 

1029 

107 

1099 

107 

1165 

158 

891 

892 
893 
894 
896 

185 
185 
170 
170 
194 

964 
965 
967 
968 
969 

170 
203 
203 
203 
203 

1030 
1031 
1032 
1033 
1034 

107 
107 
107 
107 
110 

1100 
1101 
1102 
1103 
1104 

196 

189 
181 
181 
181 

1166 
1167 
1168 
1169 
1170 

159 
109 
159 
159 
176 

897 

170 

970 

203 

1035 

110 

1105 

181 

1171 

176 

898 

213 

971 

203 

1036 

110 

1106 

181 

1172 

176 

899 

181 

972 
975 

203 
213 

1037 
1038 

196 
208 

1107 
1108 

163 
157 

1173 
1174 

177 
177 

900 

182 

977 

206 

1039 

212 

1109 

157 

1175 

177 

901 

182 

979 

203 

1040 

195 

1176 

161 

903 

189 

1045 

195 

1113 

108 

1177 

159 

904 

189 

980 

106 

1046 

109 

1116 

108 

1178 

159 

905 

189 

981 

106 

1047 

187 

1119 

108 

1179 

159 

906 
907 

179 

178 

982 
983 

106 
106 

1048 
1049 

187 
212 

1121 
1123 

108 
108 

1180 
1181 

159 

152 

908 

178 

984 

106 

1050 

109 

1124 

108 

1182 

152 

913 

181 

986 

106 

1051 

109 

1126 

108 

1183 

157 

914 

178 

987 

1Q6 

1053 

109 

1128 

108 

1184 

157 

915 

191 

988 

203 

1057 

109 

1129 

108 

1185 

157 

916 
918 
919 

920 
925 
929 

191 
195 
189 

189 
212 

178 

989 

990 
991 
992 
993 
994 
995 

203 

203 
203 
203 
203 
203 
196 

1058 
1060 
1062 
1063 
1066 
1068 
1071 

109 
109 
109 
109 
109 
109 
109 

1131 
1132 
1133 
1135 
1137 
1138 
1139 

108 

108 
108 
108 
108 
108 
108 

1186 
1189 
1191 
1192 
1194 
1195 
1196 

157 
159 
164 
162 
157 
155 
155 

930 
935 

183 
106 

998 
999 

185 
212 

1072 
1075 

109 
109 

1140 

108 

1200 
1202 

107 
107 

938    1  fifi 

1078 

109 

1141 

108 

1203 

107 

941 
944 
945 

166 
191 
191 

1001 
\  1002 

;  1003 

1004 

212 
212 
212 

212 

1079 
1080 
1083 
1084 

109 
109 
213 
213 

1142 
1144 
1145 
1149 

108 
108 
108 
108 

1204 
1205 
1206 
1208 

107 
107 
107 
107 

1005 

212 

1085 

213 

1150 

108 

1211 

107 

952 

171 

!  1006 

212 

1086 

196 

1152 

177 

1212 

107 

953 

171 

1007 

159 

1087 

213 

1153 

109 

1213 

133 

954 

171 

1008 

159 

1088 

213 

1154 

158 

1214 

163 

955 

171 

1009 

159 

1089 

213 

1155 

158 

1215 

115 

331 


CARNEGIE    STEEL    COMPANY 


SECTION  NUMBER  INDEX—  Continued 
MISCELLANEOUS  SECTIONS  —  Continued 

Section 
Number 

Page 
Number 

Section 
Number 

Page   Section 

Number  Number 

H 

Page  (I  Section  '  Page 
Number  Number  Number  . 

Section 
Number 

Page 
Number 

M 

M           M 

M 

M 

1217 

161 

1290 

103  1  1390 

189 

1446 

184  i 

1530 

98 

1218 

161 

1291 

103    1391 

189 

1448 

192 

1531 

98 

1219 

161 

1292 

103  !!  1392 

257 

1449 

182 

1532 

98 

1293 

103  ;  1393 

257 

1453 

258 

1533 

98 

1220 

115 

1294 

103  !  1400 

188 

1454 

258 

1534 

98 

1220 

133 

1295 

103    1401 

199 

1455 

258 

1535 

98 

1221 

116 

1296 

103 

1402 

199 

1456 

258 

1536 

98 

1222 

116 

1297 

103 

1403 

173 

1457 

258  i 

1537 

98 

1223 

116 

1298 

115 

1405 

196 

1458    258  ! 

1540 

1O4- 

1224 

116 

1299 

116 

1406 

207 

1459 

258  , 

1541    104 

1225 
1226 

115 
115 

1304 

208 

1407 
1408 

167 
205 

1460 
1461 

258  ' 
257 

1542    104 
1543    104 

1227 
1228 
1229 

115 
163 
156 

1312 
1315 
1316 

195 
167 
167 

1409 
1410A 
1411A 

187 
256 
256 

1461  A  257 
1462    257 
1462  A   257 

1544    104 
1545    104 
1546    104 

1230 
1  211 

171 

156 

1317 
1318 

167 
167 

1412A  256 
1413A  256 

1463 
1463  A 

257 
257 

1550     99 
1551  i   99 

X^ol 
1  212 

156 

1319 

167 

1414A   256 

1464 

257  i 

1552     99 

l.««p*i 

1233 
1234 
1237 
1238 
1239 

156 
155 
160 
160 
114 

1337 

1340 
1341 
1343 

202 

187 
174 
173 

1415A  256 
1416A  256 
1417A   256 
1418    256 
1418A   256 
1419    256 

1464  A 
1465 
1465  A 
1466 
1466A 
1467 

257 
257 
257 
257 
257 
257 

1553 
1554 
1555 
1556 
1557 
1558 

99 
99 
99 
99 
99 
99 

1240 
1241 
1242 
1243 
1244 
1245 
1246 
1247 

199 
199 
114 
114 
199 
158 
158 
158 

1345 
1346 
1347 
1348 

1350 
1351 
1359 

173 
173 
174 
174 

201 
201 
201 

1419A 
1420 
1421 
1421  A 
1422 
1423 
1424 
1425 

256 
256 
256 
256 
256 
256 
256 
256 

1467  A 
1468 
1468A 
1469 
1500 
1504 
1505 
1506 

257 
257 
257 
259 
104 
104 
104 
104 

1570 
1571 
1572 
1573 
1574 
1575 
1576 
1577 

100 
100 
100 
100 
100 
100 
100 
100 

1248 

116 

1364 

174 

1426 
1427 

187 
187 

1507 
1508 

104 
104 

1578 
1  ^70 

100 

TOO 

1275 
1276 
1276 
1277 
1279 

116 
151 
155 
155 
180 

1370 
1372 
1373 
1374 
1375 
1378 

206 
211 
211 
211 
211 
'206 

1428 
1429 
1430 
1431 
1432 
1433 

109 
206 
186 
186 
107 
107 

1509 
1510 
1512 
1513 
1516 
1517 

102 
102 
102 
102 
102 
104 

i«j  *  j 

1581 
1482 
1583 

1598 
1599 

J.UV/ 

104 
104 
104 

101 
101 

1280 

179 

1379 

92 

1434 

116 

1518 

218 

1600 

101 

1281 

179 

1381 

187 

1435 

110 

1519 

219 

1601 

101 

1282 

154 

1382 

257 

1436 

110 

1520 

219 

'  1602 

101 

1283 

154 

1383 

257 

1439 

116 

i  1521 

105 

1603 

101 

1284 

154 

1  1384 

257 

1440 

184 

1522 

105 

1604 

101 

1285 

154 

1  1385 

257  !  1441 

184 

1523 

218 

1605 

101 

1286 

154 

1386 

257 

1442 

184 

1524 

218 

1606 

101 

1287 

154 

1387 

258 

1443 

184 

1525 

218 

1607 

101 

1288 

154 

1388 

257  II  1444 

187 

1526 

218 

1608 

101 

1289 

133 

j  .1389 

257  |  1445 

192  |j  1528 

98 

1609 

101 

332 


INDEX 


SECTION  NUMBER  INDEX—  Continued 

MISCELLANEOUS  SECTIONS  —  Continued 

Section  '  Page   Section  !  Page  j  Section  '  Page  |  Section   Page 
Number  Number  Number  Number  Number  Number  Number  Number 

Section 
Number 

Page 
Number 

M 

M 

M 

M 

M 

1610 

99 

1670 

100    1750 

138 

1877 

127 

1960 

150 

1611 

99 

1671 

100    1751 

136 

1878 

124 

1961 

104 

1612 

99 

1672 

100 

1758 

138 

1879 

125 

1962 

104 

1613 
1614 
1615 
1616 
1617 
1618 

1621 
1622 
1623 
1624 
1625 
1626 
1627 

99 
99 
99 
99 
99 
99 

101 
101 
101 
101 
101 
101 
101 

1673 
1678 

1689 

1697 
1698 
1699 

1700 
1701 
1702 
1703 
1704 
1705 

100 
205 

205 

162 
162 
162 

199 
199 
199 
199 
199 
162 

1760 
1761 
1763 
1764 
1765 
1766 
1767 
1768 
1769 

1778 
1779 

1780 

160 
167 
139 
139 
139 
139 
139 
139 
139 

199 
160 

145 

1880 
1881 
1882 
1883 
1884 
1885 
1886 
1887 
1888 
1889 

1890 
1891 
1892 

125 
125 
125 
124 
129 
124 
127 
124 
129 
129 

166 
122 

122 

1963 
1964 
1965 
1966 
1967 
1968 
1969 

1970 
1971 
1976 
1977 
1978 
1979 

104 
104 
104 
104 
104 
104 
104 

136 
159 
135 
135 
135 
135 

1628 

101 

1706 

199 

1781 

145 

1893 

128 

1980 

99 

1629 

101 

1707 

151 

1782 

145 

1894 

125 

1981 

99 

1708    180 

1783 

145 

1895 

124 

1982 

99 

1633 

187 

1709    191 

1786 

150 

1896 

134 

1983 

99 

1788 

136 

1897 

125 

1984 

99 

1640 

100 

1721 

209 

1789 

135 

1898 

125 

1985 

118 

1641 

100 

1722 

209 

1899 

127 

1986 

122 

1642 
1643 

100 
100 

1723 
1724 

209 
209 

1791 
1792 

152 
147 

1900 

130 

1988 
1989 

119 
122 

1644 
1645 
1646 
1647 
1648 

100 
100 
100 
100 
100 

1725 
1726 
1727 
1728 
1729 

209 
179 
205 
151 
151 

1795 
1796 
1797 
1798 
1799 

136 
136 
138 
138 
147 

1901 
1902 
1903 
1904 
1905 
1906 

101 
101 
101 
101 
101 
101 

1990 
1991 
1992 
1993 
1994 

122 
122 
122 
118 
118 

1650 
1651 
1652 
1653 
1654 
1655 
1656 

99 
99 
99 
99 
99 
99 
99 

1730 
1731 
1732 
1734 
1735 
1736 
1737 
1738 

191 
99 
99 

180 
205 
205 
179 
180 

1850 
1851 
1852 
1853 
1854 
1855 
1856 

186 
186 
105 
105 
147 
137 
137 

1907 
1908 

1910 
1911 
1912 
1913 
1914 

101 
101 

102 
102 
102 
102 
102 

1995 
1996 
1997 
1998 
1999 

2003 
2078 

122 
120 
120 
122 
118 

259 
259 

1657 
1658 

1660 

99 
99 

190 

1739 

1740 
1741 

180 

181 
151 

1860 
1861 
1862 

261 
261 
261 

1915 
1916 
1917 
1918 

102 
102 
102 
102 

2079 
2080 
2101 

259 
259 
113 

1661 

190 

1742 

137 

1869 

124 

1952 

150 

2102 

113 

1662 

190 

1743 

137 

1953 

150 

2103 

113 

1663 

105 

1744 

136 

1870 

207 

1954 

150 

2104 

113 

1664 

190 

1745 

136    1871 

134 

1955 

150 

2105 

113 

1665 

190 

1746 

138    1872 

125 

1956 

159 

2106 

113 

1666 

190 

1747 

138    1873 

127 

1957 

136 

2107 

113 

1668 

100 

1748 

152    1874 

129 

1958 

136 

2108 

113 

1669 

100 

1749 

136  ,  1875 

129    1959 

136 

2109 

113 

CARNEGIE    STEEL    COMPANY 


SECTION  NUMBER  INDEX—  Continued 
MISCELLANEOUS  SECTIONS—  Concluded 

Section 
Number 

Number 

Section 
Number 

Page 
Number 

Section 
Number 

Page 
Number 

Section 
Number 

Page 
Number 

Section   Page 
Number  Number 

M 

M 

M 

M 

- 

M 

2110 

113 

2160 

160 

2220 

132 

2276 

165 

2360 

150 

2111 

113 

2161 

103 

2221 

132 

2277 

180 

2361 

141 

2112 

113 

2162 

103 

2222 

131 

2278 

180 

2362 

151 

2113 

113 

2163 

103 

2223 

132 

2363 

149 

2114 

113 

2164 

103 

2224 

132 

2281 

119 

2364 

149 

2115 

113 

2165 

103 

2225 

132 

2282 

119 

2365    149 

2116 

113 

2166 

103 

2226 

131 

2283 

119 

2366    150 

2117 

113 

2167 

103 

2227 

131 

2284 

121 

2367 

147 

2118 

113 

2168 

103 

2228 

132 

2285 

121 

2368 

168 

2119 

145 

2169 

148 

2229 

132 

2286 

121 

2369 

168 

2287 

121 

2372 

213 

2120 
2121 

145 
145 

2170 
2171 

192 
150 

2230 
2231 

101 
101 

2288 
2289 

121 
116 

2380 
2381 

164 
164 

2122 

120 

2172 

150 

2232 

101 

2290 

194 

2382 

168 

2123 

133 

2173 

150 

2233 

101 

2291 

189 

2383 

168 

2124 

126 

2174 

136 

2234 

101 

2292 

127 

2384 

168 

2125 

126 

2179 

147 

2235 

101 

2293 

127 

2385 

168 

2126 

126 

2236 

101 

2294 

128 

2386  ;  168 

2127 

126 

2180 

124 

2237 

101 

2295 

128 

2387  j  168 

2128 

126 

2181 

124 

2238 

101 

2297 

117 

2388    168 

2129 

133 

2182 

133 

2299 

194 

2389 

168 

2131 

103 

2184 

126 

2240 
2241 

215 
216 

2302 

117 

2390 
2391 

168 
168 

2132 

103 

2185 

126 

2242 

216 

2310 

134 

2392 

168 

2133 
2134 
2135 
2136 
2137 
2138 
2139 

2140 

103 
103 
103 
145 
145 
129 
128 

155 

2186 
2187 

2191 
2192 
2193 
2194 
2196 

136 
147 

175 
175 
175 
175 
175 

2243 
2244 
2248 
2249 

2250 
2251 
2252 
2253 

164 
131 
180 
180 

147 
147 

148 
148 

2311 

2320 
2321 

2331 
2332 
2333 
2334 
2335 

134 
192 
192 

140 
140 
140 
140 
140 

2393 
2394 
2395 
2396 
2397 
2398 
2399 
2501 

OKfVO 

168 
168 
168 
168 
168 
168 
168 
102 
1f)2 

2142 
2143 
2144 
2145 
2146 
2147 
2148 

153 
153 
153 
153 
155 
129 
129 

2200 
2201 
2202 
2203 
2204 
2205 

196 
197 
179 
179 
179 
197 

2254 
2255 
2256 
2257 

2258 
2259 

148 
136 
146 
148 
151 
164 

2336 

2340 
2341 
2342 
2343 
2344 

140 

169 
169 
168 
168 
169 

Z»&\j£ 

2503 
2504 
2505 
2506 
2507 
2508 

MM 

102 
102 
102 
102 
102 
102 

2149 

129 

2206 
2207 

180 
130 

2260 
2261 

186 
194 

2345 
2346 

169 
169 

2510 
2511 

143 
143 

2151 
2152 

103 
103 

2208 
2209 

130 
130 

2262 
2263 

194 
191 

2347 
2349 

169 
168 

2512 
2513 

143 
143 

2153 

103 

2264 

191 

2350 

146 

2514 

143 

2154 

103 

2210 

193 

2265 

148 

2351 

146 

2515 

143 

2155 

103 

2211 

144 

2352 

146 

2516 

142 

2156 

103 

2212 

144 

2271 

203 

2353 

141 

2517 

142 

2157 

103 

2215 

130 

2273 

165 

2354 

141 

2518 

142 

2158 

103 

2218 

127 

2274 

165 

2358 

146 

2519 

142 

2159 

160 

2219 

128 

2275 

165 

2359 

152 

2520 

142 

334 


INDEX 


SECTION  NUMBER  INDEX—  Concluded 
RAILS,  SPLICE  BARS  AND  RAIL  CLIPS 

Section  Page 
Number  No. 

Section 
Number 

Page 
No. 

Section 
Number 

Page 

No. 

Section 
Number 

Page 
No. 

Section 
Number 

Page 
No. 

Section 
Number 

Page 
No. 

Rails 

Splice  Bars 
S 

Splice  Bars 
D 

Rails 

Splice  Bars 
S 

Splice  Bars 
D 

13633   242 

72.8-75 

235 

72.8-75 

245 

13031 

231 

13031   242 

72K 

245 

10020 

229 

10020  A 

94I"» 

10020 

248 

7020 

229 

7020 

240 

10020F  243 

7033 

236 

7033 

245 

7033A  245 

10022   243 

7033B  245 

7040 

228 

7040 

239 

7040 

247 

10030 

230 

10030 

248 

7040A 

245 

10031 

232 

10030B  241 
10031   242 

7040C 

245 

70H 

250 

10031A  242 

10031A 

249 

6733 

236 

10032   232 

10032   242  10032 

248 

10040   227 

10040 

239  10040 

247 

6540 

228 

6540 

239 

10077   232 

100H   232 

100H 

249 

6020 

229 

6020   240 

9020   229 

9020 

240 

9020 

248 

6033 

236 

9020D 

243 

6040 

228 

6040   239 

6040 

248 

9030   230 

9030A 

248 

5633 

236 

9030B 

241 

9040 

227 

9030C 
9040 

241 
239 

9040 

247 

5540 

228 

5540 
5540A 

239 
245 

Clips 

8531 

233 

8531 

243 

8522 
8531 

250 
249 

5040 

228 

5040 

239 

103 

260 

8540 

227 

8540   2a9 

8540 

247 

8540F  243 

4540 

237 

4540   246 

104 

260 

8550 

233 

8550 

243 

8575 

233 

8575 

243 

4040 

237 

4040   246 

106 

260 

85G 

234 

85H   233 

85H 

249 

3540 

237 

3540   246 

108 

260 

85N 

234 

85HA 

243 

3040 

237 

3040   246 

114 

260 

8020 

229 

8020 

240 

2540 

238 

2540   246  j   118 

260 

8022 

234 

8022 

244 

8030 

230 

8030 

241 

2040 

238 

2040  j  246 

119 

260 

8040 

227 

8040 

239 

8040 

247 

8040B 

244 

1640 

238 

1640 

246 

120 

260 

8040E 

244 

8077 

234 

8077 

244 

1440 

238 

1440 

246 

121 

260 

76P 

250 

1240 

238 

1240 

246 

122 

260 

7523   235 

7523   244 

7540 

228 

7540 

239 

7540 

247 

1040 

238 

1040 

246 

123 

260 

7550 

235 

7550 

244 

7577 

235 

7577 

244 

7577 

250 

840 

238 

840 

125 

260 

335 


CARNEGIE    STEEL    COMPANY 


SUBJECT  INDEX 

Page 

AGRICULTURAL  BEAMS 16-22 

ANGLES: 

bulb— 24-31,  93 

car  building  bulb — 31,  93 

facing  bar 105 

miscellaneous — 69,  93 

obtuse — 69 

protection  strip — 69 

rail  guard — 261 

reach — 69 

round  back — 68 

sash — .     69,  128 

ship  building  bulb —  .  .    24-30 

square  root — 65-67 

taper — 69 

tire  lug — 69 

track — 69 

A.  R.  A.  RAILS,  SERIES  A  AND  B 229,  230 

A.  R.  A.  SPLICE  BARS,  SERIES  A  AND  B 240,  241 

A.  S.  C.  E.  RAILS 227,  228 

A.  S.  C.  E.  SPLICE  BARS 239 

ARMOR  PLATE  SECTION .  .• 194 

AUGER  SECTIONS 189 

AUTOMOBILE  SECTIONS: 

base  bands 137,  138,  153 

bevel  edge  felloe  bands 157 

center  ring  sections 155,  157,  161 

center  wedge  ring  sections 155 

clamping  ring  section .  .  . 

clincher  tire  side  ring  sections 150,  158-161 

continuous  wedge  sections 157 

corrugated  base  bands 154 

demountable  rim  sections 145-149,  162 

detachable  rim  sections 

dual  felloe  bands 135 

flange  sections 161 

key  ring  sections 159 

locking  ring  sections 159 

lock  ring  section 162 

miscellaneous  rim  sections 152 

motor  cycle  rim  sections 157 

mud  guard  channel 

outer  wedge  flange  sections 156 

pressed-on  channel  rim  sections 142-144 

removable  channel  rim  sections 139-1 

side  flange  sections 151,  155,  157 

single  felloe  bands 

straight  side  rim  sections 

straight  side  tire  ring  sections -  150 

wedge  flange  sections 

wedge  ring  sections 

336 


INDEX 


SUBJECT  INDEX— Continued 

Page 

ARGH  BEAM 92 

AXLE  CLIP  SECTIONS 171 

Ax  SECTION 196 


BACK  GUIDE  BAR 193 

BAND  EDGE  FLATS 224 

BAND  SECTIONS,  BEADED — 181 

BANDS,  BASE  AND  FELLOE — (see  Automobile  Sections) 

BARREL  RING  AND  CHIME  SECTIONS 180 

BASE  BANDS 137,  138,  153 

BASE  BANDS,  CORRUGATED 154 

BEADED  AND  RIBBED  PLANTER  TIRE  .  . 166 

BEADED  AND  RIBBED  TIRE 166 

BEADED  BAND  SECTIONS 181 

BEADED  BARS 188 

BEADED  HOOP  BAR 181 

BEADED  NUT  SECTIONS 194 

BEADED  STOVE  LEG  SECTIONS 188 

BEAMS: 

agricultural — 16-22 

arch— 92 

bulb— 23 

channeled  flats 16 

cultivator — 

H-beams — 

harrow — 16 

plow— 18-22 

structural 4-14 

supplementary — 4,  6,  8,  10-13 

BELT  RAIL  SECTION 208 

BEVELED  CORNER  SQUARES 199 

BEVEL  EDGE: 

range  of  sizes 204-206 

table  of  weights 315-317 

BEVEL  EDGE  CLIPS 109 

BEVEL  EDGE  FELLOE  BANDS 157 

BEVEL  NOSE,  RANGE  OF  SIZES 203 

!  BEVEL  EDGE  SECTIONS,  MISCELLANEOUS— '...., 207-213 

BEVEL  WAGON  Box  SECTIONS 

BIRMINGHAM  WIRE  GAGE   TABLES 

BIT  MOUTH  CLIPS 110 

BODY  SECTIONS,   VEHICLE — 

BODY  SIDE  BEARING  PLATE 92 

Box  STRAP 107 

BRADDOCK  INSULATED  RAIL  JOINT  ACCESSORIES 259 

BRAKE  BEAM  CHANNEL 

BRAKE  KEY 186 

I  B-SECTION 195 

BUCKLE  BAR 

BUGGY  TIRES . 165 

337 


CARNEGIE    STEEL    COMPANY 


SUBJECT  INDEX— Continued 

Page 

BULB  ANGLES: 

car  building 31,  93 

ship  building 24-30 

BULB  BEAMS: 

car  building 23 

ship  building 93 


CAM  SECTIONS 185 

CAN  RING  SECTIONS 178-180 

CAP  SECTION ' 196 

CARBON  STEEL  PLATES 221,  222 

CAB  BUILDING  BULB  ANGLES 31,  93 

CAR  BUILDING  CHANNELS 40 

CAR  BUILDING  SECTIONS,  MISCELLANEOUS 92,  93 

CAR  DOOR  TRACK  SECTION 183 

CARLINE  SECTION 93 

CARRIER  AND  TROLLEY  TRACK  SECTIONS 183 

CAR  STAKE  SECTION 93 

CAR  TRUCK  TEE  . 84 

CASEMENT  AND  SASH  SECTIONS 114-134 

CENTER  RING  SECTIONS 155,  157,  161 

CENTER  WEDGE  RING  SECTIONS ~. 155 

CHAFE  SECTION 195 

CHAIN  TIRE  SECTION 164 

CHANNELED  FLATS 16 

CHANNEL  RIM  SECTIONS  (see  Automobile  Sections) 139-144 

CHANNELS: 

bar  mill  sizes 41-50 

brake  beam — 45 

car  building — 40 

cushion  tire — 47 

dash— 49 

door  spreader  section 92 

fender — 49 

harrow— 49,  50 

miscellaneous — 45 

mud  guarcj — j 162 

rake— 50 

round  back — 

round  toe — 50 

sharp  toe— 50 

ship  building — 36-39 

solid  rubber  tire — 46,  47 

stove  leg — 50 

structural— 32-40 

tedder  washer — 50 

tire— 50 

CHECKERED  PLATES 

CHIME  AND  BARREL  RING  SECTIONS 180 

338 


INDEX 


SUBJECT  INDEX— Continued 

Page 
CIRCULAR  PLATES: 

extreme  sizes 221,  222 

tables  of  weights 307-309 

CLAMPING  RING  SECTION 151 

CLINCHER  TIRE  SIDE  RING  SECTIONS 150,  168-161 

CLIP  AND  STRAP  SECTIONS  (see  Strap  and  Clip  Sections).  . .   107-110 
CLIPS: 

axle— 171 

rail— 260 

vehicle  spring — 167 

CLUTCH  PAWL  SECTION 194 

COLD  TWISTED  SQUARE  BARS 97 

COMPARATIVE  TABLE  OF  RAIL  SECTION  NUMBERS 251 

CONCAVE  CONVEX  CLIPS 109 

CONCAVE  CONVEX  HAME Ill 

CONCAVE  CONVEX  SPRING  SECTION 167 

CONCORD  HAME  STRAP 107 

CONCRETE  REINFORCEMENT  BARS: 

cold  twisted  square  bars 97 

corrugated  round  bars,  type  A  and  B 99 

corrugated  square  bars,  type  C  and  D 99 

cup  bar 98 

deformed  bars 98-104 

Elcannes  bars 101 

facing  bar 105 

girder  bar  sections 105 

hanger  bars 106 

Havemeyer  flat  bars 101 

Havemeyer  round  bars 101 

Havemeyer  square  bars 101 

herringbone  bars 100 

lug  bars,  type  A  and  B . 100 

monolith  bars 104 

monotype  bars 103 

round  rib  bars,  type  B 102 

square  rib  bars,  type  A 102 

Scofield  bars 104 

slant  rib  bars 103 

Thacher  bars 104 

washboard  sections,  type  A  and  B 105 

wing  bars,  type  A  and  B 102 

wing  bar 103 

CONDUCTOR  RAIL  TEES 84,  261 

CONTINUOUS  WEDGE  SECTIONS 157 

CORRUGATED  PLATES 95 

CORRUGATED  BASE  BANDS 154 

CORRUGATED  ROUND  BARS I 99 

CORRUGATED  SQUARE  BARS 

COTTON  GIN  SECTION 196 


CARNEGIE    STEEL    COMPANY 


SUBJECT  INDEX— Continued 

Page 

CRANE  RAIL  SECTION 94 

CRANE  RAIL  TEE 83 

CRESCENT  HAME  SECTIONS Ill 

CRESCENTS,  RANGE  OF  SIZES 113 

CRESCENT  SECTIONS,  MISCELLANEOUS — 

flat  bottomed  crescent 165 

hame  sections Ill 

neck  yoke  and  pole  cap  sections 112 

CROSS-TIE  SECTIONS 262-2G5 

CULTIVATOR  BEAMS 17 

CUP  BARS 98 

CURB  SECTION  ......' 190 

CUSHION  TIRE  CHANNELS 47 

CUSTER  PIPE  SECTIONS.  .  176 


DASH  AND  FENDER  CHANNELS 49 

DAYTON  PIPE  SECTIONS  . . 177 

DECIMALS  OF  AN  INCH  AND  OF  A  FOOT,  TABLE 325 

DECK  BEAMS 23 

DEFORMED  BARS 97-104 

DEMOUNTABLE  RIM  SECTIONS 145-149,  162 

DETACHABLE  RIM  SECTIONS 158 

DIAMOND  HARROW  TOOTH 189 

DOOR  SPREADER  SECTION 92 

DOUBLE  BEVELED  SECTION 208 

DRAW  BAR  KEY 186 

DRESSER  PIPE  SECTIONS 173,  174 

DRILL  POINT  STEEL 210 

DRILL  POST  SECTION 196 

DROPPER  BAR 182 

D-SECTION 195 

DUAL  FELLOE  BANDS 135 

DUQUESNE  SPLICE  BARS: 

A.  R.  A.  sections 248 

A.  S.  C.  E.  sections :  247,  248 

miscellaneous 249,  250 


ELCANNES  BAR 101 

ELEVATOR  TEES 

END  POST  SECTION 93 

EQUAL  ANGLES: 

bar  mill  sizes 53-55,  66-68 

structural  sizes 52,  53,  65,  68 

EQUAL  TEES: 

bar  mill  sizes 72-75 

structural  sizes 70,  71 

340 


INDEX 


SUBJECT  INDEX— Continued 

Page 
EXTREME  SIZES  OF  PLATES . .  221-223 


FACING  BAR 105 

FELLOE  BANDS  (see  Automobile  Sections) 135,  136,  157 

FENDER  AND  DASH  CHANNELS 49 

FIGURE  8  SECTION 195 

FINGER  BAR,  HARVESTER 193 

FLAT-BOTTOMED  CRESCENTS 165 

FLAT  ROLLED  STEEL: 

band  edge  flats 

nut  steel  flats 224 

oval  edge  farm  wagon  tire 225 

plates,  (see  Plates,  Flat  Rolled  Steel) 221-223 

round  edge  baby  carriage  spring  steel 226 

round  edge  concave  spring  steel 226 

round  edge  flats 

round  edge  spring  steel 226 

round  edge  tire 

round  edge  toe  calk 226 

skelp 

square  edge  flats 

vehicle  spring  steel 226 

weights  (see  Tables  of  Flat  Rolled  Steel  Weights) 

FLATS,  CHANNELED — 16 

FLATS,  GROOVED — 197 

FLATS,  SINGLE  ROUND  EDGE — 197 

FLOOR  PLATES 95,  96 

FOLLOWER  PLATE 

FRICTION  PLATES,  SWITCH — 

FRICTION  SPRING  SECTIONS 185 

FROG  FILLERS 254,  255 

FROG  FILLERS,  THIRD  RAIL — 256 


GAGES: 

Birmingham  wire  gage 

United  States  standard  gage 

GIRDER  BAR  SECTIONS 

GRASS  HOOK  SECTION 

GROOVED  FLATS 197 

GROOVED  HALF  OVALS 189 

GROOVED  HAME 

GROOVED  ROUNDS 

GROOVED  TIRE 166 

GROOVED  TIRE,  ROUND  AND  SQUARE  EDGE — 165 

GUARD  ANGLE,  RAIL — 261 

GUIDE  BARS 192,  19a 

341 


CARNEGIE    STEEL    COMPANY 


SUBJECT  INDEX— Continued 

Page 

HALF  OVAL  CLIPS 108 

HALF  OVAL,  GROOVED — 189 

HALF  OVALS: 

range  of  sizes 217 

table  of  weights 319 

HALF  OVALS,   MISCELLANEOUS — 218,  219 

HALF  ROUNDS,  RANGE  OF  SIZES 220 

HALF  ROUNDS,  HOLLOW — 198 

HAME  SECTIONS: 

clips  and  straps  (see  Strap  and  Clip  Sections) 

concave  convex — 

concord  hame  strap 107 

crescent 

grooved Ill 

HAMMER  STRAP  SECTION 195 

HAMMON  PIPE  SECTIONS 175,  176 

HAND  RAIL  TEES 84 

HANGER  BARS. 106 

HANGER  BARS,  JOIST — 183 

HARROW  BEAMS 16 

HARROW  CHANNELS 49,  50 

HARROW  TOOTH,  DIAMOND — 

HARVESTER  FINGER  BAR  . 193 

HAVEMEYER  FLAT  BAR 

HAVEMEYER  ROUND  BARS 101 

HAVEMEYER  SQUARE  BARS 101 

H-BEAMS 

HERRINGBONE  BAR 

HEXAGON,  IRREGULAR — 199 

HEXAGONS: 

range  of  sizes 220 

table  of  weights 322 

HINGE  PLATE  SECTIONS '. ,.j ;'vj  211 

HOLLOW  HALF  ROUNDS 198 

HOOP  BAR,  BEADED — 

HORSE  SHOE  BARS 191 


I-BEAMS  (see  Beams) 

INSULATED  RAIL  JOINT  ACCESSORIES,  BRADDOCK — 

IRON  AND  STEEL  SHEET  AND  PLATE  GAGE,  U.  S.  STANDARD  . .  324 

IRREGULAR  HEXAGON  .  .  199 


J-BARS 191 

JOIST  HANGER  BARS 183 

342 


INDEX 


SUBJECT  INDEX— Continued 

Page 

KEY  SECTIONS: 

brake  key 186 

draw  bar  key 186 

miscellaneous — 187 

vault  key 186 

KEY  RING  SECTIONS  . .  159 


LETTER  "  B"  SECTION 195 

LETTER  "V"  SECTION 195 

LIGHT  RAILS 237,  238 

LIGHT  RAIL  SPLICE  BARS  .  .  . 246 

LOCKING  BARS 172 

LOCKING  RING  SECTIONS 159 

LOCK  RING  SECTIONS •. 162 

LUG  BARS,  TYPE  A  AND  B 100 


MAGNETO  AND  POLE  SECTIONS 184 

MERCHANT  BARS 22Q 

MODIFIED  ROUND 199 

MOLDING  SECTION 192 

MONOLITH  BARS 104 

MONOTYPE  BARS 103 

MOTOR  CYCLE  RIM  SECTIONS 157 

MUD  GUARD  CHANNEL 162 


* 

NECK  YOKE  AND  POLE  CAP  SECTIONS 112 

NICKEL  STEEL  PLATES 

NUT  SECTIONS,  BEADED — 194 

NUT  SECTIONS,   MISCELLANEOUS — 170 

NUT  STEEL  FLATS,  RANGE  OF  SIZES 224 


OBTUSE  ANGLE 

OCTAGONS 199 

OUTER  WEDGE  FLANGE  SECTIONS 156 

OVAL  EDGE  FARM  WAGON  TIRE 225 

OVALS  AND  BLUNT  OVALS: 

range  of  sizes 214 

tables  of  weights 

OVALS,   MISCELLANEOUS — 215,  216 

343 


CARNEGIE    STEEL    COMPANY 


SUBJECT  INDEX— Continued 

Page 

PIANO  BARS 189 

PILING  SECTIONS,   UNITED  STATES  STEEL  SHEET — 91 

PIPE  SECTIONS: 

Custer— 176 

Dayton — 177 

Dresser— 173,  174 

Hammon— 175,  176 

locking  bars 172 

thimble  section 176 

PLANTER  TIRE,  BEADED  AND  RIBBED — 166 

PLATE  AND  SHEET  STEEL  AND  IRON  GAGES: 

B.  W.  gage,  weights  per  square  foot,  steel 323 

U.  S.  gage,  weights  per  square  foot,  iron 324 

PLATES,  FLAT  ROLLED  STEEL,  EXTREME  SIZES: 

carbon  steel,  sheared,  rectangular  and  circular 221,  222 

universal,  rectangular 221 

nickel  steel,  sheared,  rectangular 

universal,  rectangular 223 

PLATES,  WEIGHTS  (see  Tables  of  Flat  Rolled  Steel) 
PLATE  SECTIONS: 

armor  plate  section 194 

body  side  bearing  plate 92 

checkered  plates 96 

corrugated  plates 95 

floor  plates 95,  96 

follower  plate. 92 

hinge  plate  sections 211 

switch  friction  plates 182 

trough  plates 95 

tie  plates 259 

wearing  plates 193 

PLOW  BEAMS 18-22 

PLOW  TEE 85 

POLE  CAP  AND  NECK  YOKE  SECTIONS 112 

POLE  AND  MAGNETO  SECTIONS." 

POTATO  DIGGER  SECTION 182 

PRESSED-ON  CHANNEL  RIM  SECTIONS 142-144 

PRESS  MACHINE  SECTION 94 

PRINTING  PRESS  SECTIONS 186 

PROTECTION  STRIP  ANGLE..  69 


RACK  RAIL  SECTION .  94 

RAIL  AND  TRACK  ACCESSORIES 252-265 

RAIL  BAR 196 

RAIL  CLIPS 260 

RAIL  GUARD  ANGLE 261 

RAIL,  BELT— 

RAIL,  CRANE — 94 

RAIL.  RACK— 94 

344 


INDEX 


SUBJECT  INDEX— Continued 

Page 
RAILS: 

A.  R.  A.,  series  A 229 

A.  R.  A.,  series  B 230 

A.  S.  C.  E 227,  228 

light  rails 237,  238 

miscellaneous — 231-236 

RAILS  AND  ACCESSORIES,  TABLES 252,  253 

RAIL  SECTION  NUMBERS,  OLD  AND  NEW 251 

RAKE  CHANNEL 50 

RAKE  TIRE  CURB 193 

RAKE  TOOTH  HOLDER 193 

RATCHET  SECTIONS 185 

REACH  ANGLE 69 

RECTANGULAR  FLATS    (see  Square  Edge  Flats) 
RECTANGULAR  PLATES: 

carbon  steel,  extreme  sizes 221,  222 

nickel  steel,  extreme  sizes 223 

tables  of  weights 267-306 

REINFORCEMENT  BARS,  CONCRETE — 97-106 

REINFORCING  BARS,  RAIL — 257,  258 

REMOVABLE  CHANNEL  RIM  SECTIONS 139-141 

RETAINING  BAR 194 

RIBBED  AND  BEADED  PLANTER  TIRE 166 

RIBBED  AND  BEADED  TIRE 166 

RIM  SECTIONS: 

automobile — ,  (see  Automobile  Sections) 

motor  cycle — ~ 157 

RING  SECTIONS  (see  Automobile  Sections) 

ROUND  BACK  ANGLES .  68 

ROUND  BACK  CHANNELS 48 

ROUND  BEVEL  EDGE: 

range  of  sizes 200 

tables  of  weights 314 

ROUND  BEVEL  EDGE  SECTION 208 

ROUND  BEVELS,   MISCELLANEOUS 201,  202 

ROUND  CORNERED  BARS 199 

ROUND  CORNERED  SQUARES,  RANGE  OF  SIZES. 220 

ROUND  EDGE  BABY  CARRIAGE  SPRING  STEEL 

ROUND  EDGE  CONCAVE  SPRING  STEEL 226 

ROUND  EDGE  FLATS: 

range  of  sizes 225 

tables  of  weights 310-313 

ROUND  EDGE  FLATS,  SINGLE — 

ROUND  EDGE  GROOVED  TIRE 165 

ROUND  EDGE  SPRING  STEEL •  •          226 

ROUND  EDGE  TIRE  STEEL 

ROUND  EDGE  TOE  CALK  STEEL 

ROUND  EDGE  VEHICLE  SPRING  STEEL 226 

ROUND  RIB  BAR,  TYPE  B 102 

ROUNDS: 

range  of  sizes 220 

table  of  weights 321 

345 


CARNEGIE    STEEL    COMPANY 


SUBJECT  INDEX— Continued 

Page 

ROUNDS,  GROOVED — 198 

ROUND,  MODIFIED — 199 

ROUND  TOE  CHANNEL 50 

RUBBER  TIRE  CHANNELS,  SOLID — 46-47 


SASH  AND  CASEMENT  SECTIONS 114-134 

SASH  ANGLES 69,  128 

SASH  TEES 82,  85,  117,  123,  128,  131 

SASH  ZEE 89,  123 

SCOFIELD  BARS 104 

SCRAPER  TIRE  TEES 83 

SCREEN  BAR 186 

SHARP  TOE  CALK  SECTIONS 212 

SHARP  TOE  CHANNEL 50 

SHEARED  PLATES  (see  Plates) 221-223 

SHEET  AND  PLATE  IRON  AND  STEEL: 

United  States  standard  gage 324 

SHIP  BUILDING  BULB  ANGLES 

British,  standard 24-29 

miscellaneous 30 

SHIP  BUILDING  CHANNELS 36-39 

SIDE  FLANGE  SECTIONS 151,  155,  157 

SIDE  RIM  SECTIONS,  STRAIGHT — 163 

SIDE  RING  SECTIONS,  CLINCHER  TIRE — 150,  158-161 

SIDE  WALL  SECTION 93 

SINGLE  FELLOE  BANDS 136 

SINGLE  ROUND  EDGE  FLATS 197 

SKELP 224 

SKYLIGHT  SECTIONS 134 

SLANT  RIB  BAR 103 

SLIDE  RAIL  SECTIONS 187 

SOLID  RUBBER  TIRE  CHANNELS 46,  47 

SPLICE  BARS: 

A.  R.  A.,  series  A . . 240 

A.  R.  A.,  series  B 241 

A.  S.  C.  E 239 

Duquesne 247-250 

light  rails 246 

miscellaneous 242-245 

SPRING  CLIPS,  VEHICLE — 167 

SPRING  SECTION,  CONCAVE  CONVEX — 167 

SPRING  SECTIONS,  FRICTION — 185 

SPRING  STEEL: 

bumper  section 169 

round  edge — 226 

round  edge  baby  carriage — 226 

round  edge  concave — 226 

tongue  and  groove  sections 168,  169 

vehicle— 226 

346 


INDEX 


SUBJECT  INDEX— Continued 

Page 
SQUARE  BARS: 

range  of  sections 220 

table  of  weights 320 

SQUARE  BARS,  BEVELED  CORNER — 199 

SQUARE  BARS,  COLD  TWISTED 97 

SQUARE  BARS,  ROUND  CORNER — , 199 

SQUARE  EDGE  FLATS: 

range  of  sizes 224 

table  of  weights 280-284 

SQUARE  EDGE  GROOVED  TIRE 165 

SQUARE  RIB  BARS,  TYPE  A 102 

SQUARE  ROOT  ANGLES 65-67 

STANWOOD  BACK 191 

STANWOOD  FRONT 191 

STAR  SECTIONS 189 

STEEL  SHEET  PILING,  UNITED  STATES — 91 

STOVE  LEG  CHANNEL 50 

STOVE  LEG  SECTIONS,  BEADED — 

STRAIGHT  SIDE  RIM  SECTIONS 163 

STRAIGHT  SIDE  TIRE  RING 150 

STRAP  AND  CLIP  SECTIONS: 

bevel  edge  clips 109 

bit  mouth  clips 110 

box  strap 107 

concave-convex  clips 109 

Concord  Hame  strap 107 

half  oval  clips 108 

SUPPLEMENTARY  BEAMS 4,  6,  8,  10-13 

SWITCH  FRICTION  PLATES 182 


TABLES  OF  DECIMALS  OF  AN  INCH  AND  OF  A  FOOT 

TABLES  OF  EXTREME  SIZES  OF  PLATES  (see  Plates) 221-223 

TABLES  OF  FLAT  ROLLED  STEEL,  WEIGHTS: 

I.  pounds  per  square  foot 

thickness  in  decimals  of  an  inch,  0.01"  to  1". . .          267 

II.  pounds  per  lineal  foot,  widths  from  %"  to  12", 

thickness  from  No.  24  to  No.  1,  B.  W.  gage  .  .  .  268-273 

III.  pounds  per  lineal  foot,  widths  from  12%"  to  81", 

thickness  from  No.  12  to  No.  1,  B.  W.  gage .  .  .  274-279 

IV.  pounds  per  linealfoot,  widths  from  %"  to  132%", 

thickness  from  V32"  to  2%" 280-306 

V.  pounds  each,  diameters  from  16"  to  134", 

thickness  from  No.  12,  B.  W.  gage  to  1" 307-309 

TABLES  OF  GAGES: 

Birmingham  wire  gage 

United  States  standard  gage 

TABLES  OF  RAILS  AND  ACCESSORIES 252,  253 

TABLES  OF  RAIL  SECTION  NUMBERS 251 

347 


CARNEGIE    STEEL    COMPANY 


SUBJECT  INDEX— Continued 

TABLES  OF  WEIGHTS: 

bevel  edge 315-317 

blunt  ovals 318 

flat  rolled  steel 267-309 

half  oval^ 319 

hexagons 322 

ovals ^ 318 

rails  and  accessories 252,  253 

round  bars 321 

round  bevel  edge 314 

round  edge  flats 310-313 

square  bars 320 

TAPER  ANGLE 69 

TEDDER  WASHER  CHANNEL  . 50 

TEES: 

car  truck — 84 

crane  rail — 83 

conductor  rail — 84,  261 

elevator — 83 

equal — 70-75 

hand  rail — 84 

miscellaneous — 83-85 

plow — 85 

sash— 82,  85,  117,  123,  128,  131 

scraper  tire — 83 

unequal— 76-82 

THACHER  BAR 104 

THIMBLE  SECTION 176 

THIRD  RAIL  FROG  FILLERS 256 

TIE  PLATE 259 

TIE  SECTIONS 262-265 

TIRE  CHANNEL - 50 

TIRE  CHANNEL,  CUSHION — .' 47 

TIRE  CHANNEL,  SOLID  RUBBER — 46,  47 

TIRE  LUG  ANGLE 69 

TIRE  SECTIONS: 

automobile  (see  Automobile  Sections) 

beaded  and  ribbed  planter  tire 166 

beaded  and  ribbed  tire 166 

buggy  tire 165 

chain  tire 164 

grooved  tire 166 

grooved  tire,  round  and  square  edge — 165 

oval  edge  tire 225 

round  edge  tire 225 

tractor  tire 166 

TOE  CALK  SECTIONS: 

round  edge — 226 

sharp— 212 

TONGUE  AND  GROOVE  SPRING  STEEL  SECTIONS 168,  169 

TONGUE  CAP  SECTIONS 

TRACK  ACCESSORIES 254-265 

TRACK  ANGLES , 69 

348 


INDEX 


SUBJECT  INDEX— Concluded 

Page 

TRACK  CHAIN  SECTION 1S2 

TRACTOR  TIRE 160 

TRIANGULAR  SECTION 196 

TROLLEY  TRACK  AND  CARRIER  SECTIONS 183 

TROUGH  PLATES 95 

TWISTED  SQUARE  BARS...  97 


U-BARS 51 

UNEQUAL  ANGLES: 

bar  mill  sizes 61-64,  69 

structural  sizes 56^-60 

UNEQUAL  TEES: 

bar  mill  sizes 80-82,  85 

structural  sizes 76-80,  83,  84 

UNITED  STATES  STANDARD  GAGE 324 

UNITED  STATES  STEEL  SHEET  PILING 91 

UNIVERSAL  MILL  PLATES 221,  223 


V-BAR 195 

VAULT  KEY  SECTIONS 186 

VEHICLE  BODY  SECTIONS 164 

VEHICLE  SECTIONS,  MISCELLANEOUS — 164-171 

VEHICLE  SPRING  CLIPS 167 

VEHICLE  SPRING  STEEL 226 

VELOCIPEDE  SECTION..  195 


WAGON  Box  SECTIONS 204 

WASHBOARD  SECTIONS 105 

WEARING  PLATES 193 

WEDGE  BARS 212 

WEDGE  FLANGE  SECTIONS 155,  156 

WEDGE  RING  SECTIONS 151,  155 

WEDGE  SECTIONS,  CONTINUOUS — 157 

\VEIGHT  OF  STEEL 266 

WELDER  BARS 

WINDOW  SECTIONS 114-134 

WING  BARS,  TYPE  A  AND  B 102 

WIXG  BAR 103 

WIRE  WHEEL  SECTION  .  .  164 


ZEES: 

equal  flanges 86,  87 

miscellaneous — / 88-90 

sash— 89,  123 

349 


CARNEGIE    STEEL    COMPANY 


PRODUCTS 

PIG  IRON  AND  FURNACE  PRODUCTS 

FERRO-MANGANESE  AND  SPIEGELEISEN 

OPEN  HEARTH  AND  BESSEMER  STEEL,  ALLOY  STEELS 

INGOTS,  BILLETS,  BLOOMS,  SLABS  AND  SHEET  BARS 

ARMOR  AND  VAULT  PLATE 
PLATES  FOR  BRIDGES,  SHIPS,  TANKS,  BOILERS  AND  CARS 

ROLLED  STRUCTURAL  SHAPES 
BEAMS,  CHANNELS,  ANGLES,  TEES  AND  ZEES 
STEEL  MINE  TIMBERS  AND  STEEL  SHEET  PILING 

BAR  MILL  PRODUCTS 

CONCRETE  REINFORCEMENT  BARS,  AGRICULTURAL  SHAPES 
MISCELLANEOUS  AND  SPECIAL  SHAPES 

MERCHANT  BARS 

SQUARES,  ROUNDS,  HALF  ROUNDS,  HEXAGONS,  OVALS,  HALF  OVALS 

FLATS,  SKELP,  BANDS,  HOOPS,  COTTON  TIES 

HOOPS  FOR  SLACK  BARREL  COOPERAGE 

TIRE  AND  VEHICLE  SPRING  STEEL 

TRACK  MATERIAL 

RAILS  AND  SPLICE  BARS,  DUQUESNE  RAIL  JOINTS 
TRACK  ACCESSORIES  AND  STEEL  CROSS  TIES 

FORCINGS 

STANDARD  FORGED  AND  HEAT-TREATED  AXLES 
CONNECTING  RODS,  CRANK  SHAFTS  AND  ARCH  BARS 
FORGED  AND  ROLLED  WHEELS,  GEAR  BLANKS, 

AUTOMOBILE  FLY  WHEELS 
PIPE  FLANGES  AND  SHAFT  COUPLINGS 

LOCOMOTIVE  PISTONS 
DERRICKS  AND  DRILLING  RIGS 


350 


CARNEGIE    STEEL    COMPANY 


WORKS 

DUQUESNE  STEEL  WORKS  AND  FURNACES South  Duquesne,  Pa. 

EDGAR  THOMSON  STEEL  WORKS  AND  FURNACES Bessemer,  Pa. 

HOMESTEAD  STEEL  WORKS Munhall,  Pa. 

CARRIE  FURNACES Rankin,  Pa. 

EDITH  FURNACE Pittsburgh,  N.  S.,  Pa. 

ISABELLA  FURNACES Etna,  Pa. 

LUCY  FURNACES Pittsburgh,  Pa. 

NEVILLE  FURNACE Neville  Island,  Pa. 

CLARK  MILLS Pittsburgh,  Pa. 

MCCUTCHEON  MILLS Pittsburgh,  N.  S.,  Pa. 

PAINTER  MILLS Pittsburgh,  S.  S.,  Pa. 

LOWER  UNION  MILLS Pittsburgh,  Pa. 

UPPER  UNION  MILLS Pittsburgh,  Pa. 

HOWARD  AXLE  WORKS Homestead,  Pa. 

SCHOEN  STEEL  WHEEL  WORKS McKees  Rocks,  Pa. 

BELLAIRE  STEEL  WORKS  AND  FURNACES Bellaire,  0. 

CLAIRTON  STEEL  WORKS  AND  FURNACES Clairton,  Pa. 

COLUMBUS  STEEL  WORKS  AND  FURNACES Columbus,  O. 

MINGO  STEEL  WORKS  AND  FURNACES Mingo  Junction,  O. 

NEW  CASTLE  STEEL  WORKS  AND  FURNACES New  Castle,  Pa. 

OHIO  STEEL  WORKS  AND  FURNACES Youngstown,  O. 

SHARON  STEEL  WORKS  AND  FURNACE Sharon,  Pa. 

FARRELL  STEEL  WORKS  AND  FURNACES Farrell,  Pa. 

GREENVILLE  MILLS Greenville,  Pa. 

MONESSEN  MILLS Monessen,  Pa. 

LOWER  UNION  MILLS Youngstown,  O. 

UPPER  UNION  MILLS. Youngstown,  O. 

NILES  FURNACE Niles,  O. 

STEUBENVILLE  FURNACE Steubenville,  O. 

ZANESVILLE  FURNACE Zanesville,  O. 

PITTSBURGH  WAREHOUSE Pittsburgh,  Pa. 

BALTIMORE  WAREHOUSE Baltimore,  Md. 

CLEVELAND  WAREHOUSE Cleveland,  O. 

NEW  ENGLAND  WAREHOUSE Allston,  Mass. 

WAVERLY  WAREHOUSES , Waverly,  N.  J. 


351 


CARNEGIE    STEEL    COMPANY 


OFFICES 

GENERAL  OFFICES: 

PITTSBURGH,  Carnegie  Building 

DISTRICT  OFFICES: 

BIRMINGHAM,  Brown-Marx  Building 

BOSTON,  120  Franklin  Street 

BUFFALO,   Marine  National  Bank  Building 

CHICAGO,  208  South  La  Salle  Street 

CINCINNATI,  Union  Trust  Building 

CLEVELAND,  Rockefeller  Building 

DENVER,  First  National  Bank  Building 

DETROIT,  Ford  Building 

NEW  ORLEANS,   Maison  Blanche 

NEW  YORK,  Hudson  Terminal,  30  Church  Street 

PHILADELPHIA,  Widener  Building 

PITTSBURGH,  Carnegie  Building 

ST.  Louis,  Third  National  Bank  Building 

ST.  PAUL,  Pioneer  Building 

EXPORT  REPRESENTATIVES: 

UNITED  STATES  STEEL  PRODUCTS  Co., 

NEW  YORK,  Hudson  Terminal,   30  Church  Street 

PACIFIC  COAST  REPRESENTATIVES: 

UNITED  STATES  STEEL  PRODUCTS  Co.,  PACIFIC  COAST  DEPT. 
Los  ANGELES,  Jackson  Street  and  Central  Avenue 
PORTLAND,  Selling  Building 
SAN  FRANCISCO,  Rialto  Building 
SEATTLE,  Fourth  Ave.  South  and  Connecticut  Ave. 


352 


-.---.?re«-s 


1933 
18  1933 


•MOV  28  1933 


7J- 


21-5 


I 


373720 


UNIVERSITY  OF  CALIFORNIA  LIBRARY 


